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027-340-008
ly. 027-340-003 05-275J CLINGMAN, LEONARD REGNALD WAY, PALERMO Cont: NORTON CONST. NSF (GAR, COV) r '+ Ah B_UTTEICOUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052758 B. C. Building Permit 01-16-04 pg 1 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: 11/04/2005 APN: 027-340-008-000 the Business and Professions Code, and my license is in full force and effect. License Class: LicenseNumbe'r: Site Address: 240 REGINALD WAY PAL Date: Contractor: Map Index: Description: NSF (1677), GAR(480), COV(663) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CLINGMAN, LEONARD E & ALYCE M 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 23502 KASSON RD 8 7000) of Division 3 of the Business and Professions Code) or that he or TRACY, CA she is exempt therefrom -and the basis for the alleged exemption. Any 95304 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).): (209) 832-0131 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 Applicant: CLINGMAN, LEONARD E & ALYCE M 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 23502 KASSON RD 8 year of completion, the owner -builder will have the burden of TRACY, CA proving that he or she did not build or improve for the purpose of sale.). 95304 ❑ I, as owner of the property, am exclusively contracting with (209) 832-0131 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: NORTON CONSTRUCTION ❑ I am Exempt under Article 3 of th Bu"' ess and P of_essions Code 4960 VE AVE Date: Owner. —� OROVILLE, CA 95966 (530) 534-1480 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 License #: 792109 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance Engineer: AUSMUS ENGINEERING g carrier and policy number are: Carrier: G1 Total Square Ft: 2820 S.F. Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Valuation: $131,133.00. become subject to the workers' compensation laws of California, Census Code: and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith th compl�those provisions. �1 0 Date: J r/� Applicant: �j rvJII WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permi ' hereby issue u er the plic ble provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti ,-to do work d' ted above or ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) //~ L/ rD� Name: By: Date: Address: / PER EXPIRES ON: Z Y—,!f)L- Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A, notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. - Print Name: �C edn�Gr.-dam L�/�Ci n` Ct r✓ Signature: Date: :!Z_/��r Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 �OTr BUTTE>COUjiTY a o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION D o AND SUBMITTAL REQUIREMENTS o _�.._'• •a o 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 _may OFFICE #: (530) 538-7541 �oU Nay A FEE WILL BE REQUIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** OWNER Last Name19 �� first Name CityO StateM Address 23S O Z Vo City C o. c- State C� Phonei3 Fax E-mail Zip APPLICANT NAME ,,,, // 1CONTRACTOR Name 0r7D.11/ G�i �y✓ /v Address O tA)k CityO StateM City-V.CA ` Phone,,. -3 Fax E-mail Lic. #171 a l o e Cl APPLICANT NAME ARCHITECT/ENGINEER O N a t Name on�t ' City-V.CA ` Address Zip 3� Phonalo q_ City ( State Zip Lot # Phone _ Fax 7513 0 mail State License Numbe& tGud� APPLICANT NAME Name t aJ -Co. 0, O N a t Address U I g City-V.CA ` State L.�1 Zip 3� Phonalo q_ Fax E-mail C41 co ...�. U APPLICANT SIGNATURE For office use only: Zoning JA_5 I Flood Zone X, I SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. B P 0 BIN # R -q LOCATION AP# 0__)- -39 0- 00(;� Property Address CCity ).got Li� Q�\q!' rr Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address ` 1(� SJ 1'� i S� . 5 ..� . � Q 1 � J 1A b 1,0 Cil Description or Scope of Work: e Sq. Foot i6 �? 6 ❑ 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: G Bldg 11 K-6 20LI . CI :� SRA 11 r1h Receipt #: {IDIN 7 I Date: I 0 - 5- 05 OVER FOR SUBMITTAL KI=WUIrctMtN i KAFORMSMILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Sheriff SMIP r (� Other 2Co 1 1 Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. 3 Complete sets of plans, signed by the preparers NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 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 GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. 2 Engineered truss details and layouts (if required) (NO FAXES!). Letter from Engineer or Architect for truss design review. 2 Energy compliance design and supporting documentation (if required). 2 Flood Elevation Certificate, wet -stamped and signed (if required). Statement of Intent for Non -heated and A/C (if required). 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. Letter of intent. 4.41" ❑ 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 KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO/U; 7 County Center Drive, Oroville, CSA 95968 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C I 1 naMnn ASSESSOR PARCEL NUMBER 02-2 `3 y Q` OO p J rr- Proposed Building Use: us 1' N NOM m Permit Technician: K .G, Date: -10-5-os Iters required in order to apply for a permit. All boxig MUST be checked OR marked NA in order to apply. NKZN 1. Site plans,(Po, r 4 sets, signed by the preparer of the plans. ❑ 2. Complete pans, 3 0 sets, signed by the preparer of the plans. 3. Engineered plans,3; r 4 sets, with wet signature on plans ANDJDets of stamped and signed calculations. jd 4. Engineered truss details and layouts in duplicate. No faxes) *_r �( 5. Letter from Engineer or Architect for truss design review. .�_w 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. . ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent fog non-residential' buildiAgs, 0 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. 14. Other Re!paining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) %,P15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable K•('; • t o/7/05. 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ' \ 19. Erosion Control Plan Required........................................................................ N 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ ❑ ,, 22. Site plan and business license approval from the City of Biggs ........................... IK 23. California Department of Forestry plan approvalV' aid. Sent by: Kh. .f6 .�IO V24. Planning approval for (A) Use: .�� )Parking: .i(C) Parcel Check: ............ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ u26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.................................................................. 32. Recorded copy of Agricultural Acknowledgment Statement ................ 9. b. a4. 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................::...................I.......... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or or ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone (209) SS%-- ral � ! LlA i1 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: _ Date: � 1.. Index pe it application for s numbered: Plan Check Letter 2. Additional items required Contractor, designe . ne , the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, -Mer, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Lem i.!t mess` Contractor, designer, owner was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: P Date: 1011, Plans approved by: (p Date: 11,141 t Structural reviewed by: _Date: 10 1 Structural approved by: Date: 1,141109 Note transfer by: Date: Yellow: Building jpivision COUNTY OF BUTTE D p 0 5 2'7 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER Q Don PROPROSED BUILDING USE A.P. # CO2 r7- qD- Q0Z DATE RECEIPT # I BUILDING PERMIT FEES I r ,�1, I1 -- Balance Due ..................... $ _1 �� `I • �� v'1 "1 --- FEMA Flood elevation review ... $ -- Additional plan checking Fee .... $ 2. SCHOOL DISTRICT FEES l.,li GV 1 lie Elt(Yi'enjai) —(�ive11 to toner (paid at School District Office) (form available after Plan Check) I t'9 -05 SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. RECREATION DISTRICT FEES[]�iK'Y� 1CIVP1�-G iy�n owner (paid at Recreation District Office) (form available after Plan Check) W'4-05 RESIDENTIAL I '4-05 RESIDENTIAL DEVELOPMEIMPACT FEES COUNTY WIDE (per dwelling) $1909 . CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 2 $200.00 (paid at Building Division) 1 `S 8. SMIP 9 9. DRAINAGE FEE 10. OTHER 11. OTHER DATE REC. At 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 checkiWVrocess. 11 APPLICANT DATE /It* rJJ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) iJ BUTTE COUNTY SCHOOLS IMP'. CT.FEE CERTIFICATION FORM (One form'pertBuilding) School District ) �, , to 10M or)-� (( J .(*14?1 Building Department No. A.P. Number 7Q Jurisdiction: Q city County Property Owner Property Location Subdivision Lot No. Residential DevelopmentQ KU]ving ......................................................................................., Q Sq. Footage hl Mobile Home Addition/ 'Supplemental to (Grou� . R) Units Installation Conversion Permit # :........................................................................................ .(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice.of Limited Use Facility document), Commercial/Industrial Q New Addition Sq. Footage (Including Exterior Roofed Areas) Date District Identification_ No. —1 3 $ 8 �Y"� J► lie lrle_tr•ti School District certifies that C`k (Applica4 (Street Add (Phone Number) CA (City) (State) (Zip Code) has complied with the requirements of Resolution No. 0 3 - owl - t by payment of $ 3,"1 S, b AY representing l�'11 square feet. B 2926 $ ULL MITIGATION $ School District 1 I - Date , Paid by Check # Remarks: V ]� -� . -= ^3 a .- 00 Nodes: You may protest the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. if, subsequent to the School District Representative signing thhi Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being revWmed under the California Enviromnantal Quality Act (CEM), this project may be subject to additional school fees to fully midgets Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant). festonn.xls (305wnm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM %-frE-ATHER RIVER RECREATION AND PARK DISTRICT _(FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 02 7r Building Permit Number• Property Owner (s)Xeaylaal Project Location /Address Lin Subdivision NameAssessable Sn Ft /l h i7 / Type of Residential Development (check one) ✓New Development l/ Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date is ued ) verified by Building Department Comments: -WRRPD 0 CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name p� Phone Number Mailing Address City State Zip, Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units per unit for a total of $ /0Jr�, Oo Square Feet @ $ per sq foot for a`total of $ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative .. .- .... ... ....... ... ....... .... . .r--� -- --.. 1 A-- ' Receipt No: / gzffi AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005®006448 Recorded I REC 'r`,_E1El. Q@ IIfficial Records I County of I IU5 Bul i CAN11ACE J. GRUBBS i County Clerk -Recorder! I f SP 011>22Ai, 24-0ct-2M i Dane I of 1111!111111 IIIA I III 11111111 I SII X11 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit: The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this .property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All_that real property situate in the County of Butte, State of California, described as follows: '3P -e L+ec. a j De S ul p"on . Date � PROPERTY OWNERS: State of California County of On 0000.-er ;ICA. before me, personally appeared l,.etC 0ctcC3 F l ry", Mt-tn CAr;U ic� IR�-Ce tN\• A0 -I& personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) 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 m and and official sea. -O MARY A. THOMPSON 1 Y C( -`-seal: Commission / 1351470 0 Signature �' a- Notary Public - California U Butte CountyCD My Comm. Exp. APR. 15, 2006 1 A.P. �� ri 1 , Jl_ �(�`' (.��CS . . PARCEL I: LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOFTUS SUBDIVISION MAP", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, NATE OF CALIFORNIA, ON AUGUST 22, 1986, IN BOOK 104. OF MAPS, AT PAGE(S) 18 AND 19. PARCEL II: AN EASEMENT 60 FEET IN WIDTH FOR ROAD AND PUBLIC UTILITY PURPOSES, ON OVER AND UNDER A STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 630 15' 23" EAST;.419.40 FEET TO A TANGENT CURVE ' CONCAVE NORTHERLY, HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 52° 30' 26, AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64'.14' 11" EAST, 249.28 FEET TO THE CENTER OF A 50 FOOT RADIUS CUL-DE-SAC; THENCE NORTH 7S' 33'38" EAST, 523.62 FEET TO THE END OF THE HEREIN DESCRIBED CENTERLINE. PARCEL III: NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RAIL BRIDGE ROAD, MEETING PLACE; MACKINTOSH AVENUE, AND REGINALD WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOFTUS SUBDIVISION MAP", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 22, 1986, IN BOOK 104 OF MAPS, AT PAGE(S) 18 AND: 19. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary.Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved Byiaw9,Date (�7/Oi 1 � t SITE PLAN REVIEW APPLICATION 0 t � � 05 AP# C�11" , iQ r' 003 Date: + r a 14— Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: L N C' ro A Q Owners Name: Owners Address: a3s O a `l RSSot j 8 T C� Ca_ aS30V Telephone No.: aQD Site Address: �EC tJ�-t0 W -f -PIA' C.C-t-M- ri Proposed Use: Zone: A, Residential GP:� ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary.Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved Byiaw9,Date (�7/Oi 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum'Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: " D General Plan: AVL Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear �� lCi' P 0_6- Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: F -I Deeds: Date of Creation: Legal Access Provided: E] No ElYes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No R Yes, 'Ro, -ad Name: Complies with County Standards for Deed Creation:E] No RYes Comments: Fj Parcel Deemed to be legal ❑ Verify Legal Parcel El Verify Legal Access El Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone F] Meet current Environmental Health Department requirements Subdivision Map/Parcel MW: Lof-rUS S4f3D N tSCO ►J. Map Date of Recording: (0 Lot: 8 Book- C)q Page: « 9 3 /vnrEs� /J INOSE R7RT/ONS_ OF THE NfREON JNOWN PROPERTY [ABELEO 60' R/W € (!E. ARE,NdV•EECCLCf/VE PUBLIC ZAMA ENTS FOR /NGRESS E4RZ S € PiS&L/C UT/L/TT AVR.gAlES, ARE 70 BE REJERUEO /N OEEOS ARE NfRFBY O�FEREO /TJR Of0/CAT/ON TO ' BUTTE COUNTY 2)"',ac RUE `(( d0'R/W f P.uE. "PoRT/ONJ OF rAW PROPERTY 4RE 7>7 BE RE.i'ER✓EO TO P.C.. �E. E RTT /N TNzmew 4) 7NE N0N01VATCNEO AREA OF [OT.9E1,l aA/O, //, /6 ARE 6(9ABLE SEWAGE 01X~,04 AAM" S) WATER WELLS FOR M- 1l,4 /4 M[[TT 8E LOCATED AM/N/MUM OF /OO' OUTJ/OE OF THE Gi =f JEWAGE O/JMSAL AREA AJ PER NOTE w 4 ABOP-1 b) WELL J/TES ON LOTJ /O 0-// ML[TT BE W/rN/N THE MAMCReO AREA ,0.T JWOW.V. 7) TNZ,944O9 /N 7N/4 5090/v/S/ON WERE A/OT 0E5/GNFO OR CON 47RUCTEO TO COMPL y W/TN 4Td NOdR08 FOR FOd04 TO qE AeCEP7E0 RY 7NE COUNTY FOR Md/NTENa NCE, R/W 1/65 0.,7.91 _ NW COR. fee Zi fD. ZY!°B:C•SG, 97 2617.83 LJ.J625 (RJ I LOFT[/)TNlMENr/MC.O STGR MAEEr/A/•r�/•1 Pdl/FIC /NV ' i__ ,4 z4n ae_ico W7A' AV -r- , 41P. 40 •//9.' iis' JlZ I AVE. 22 i . `` `l M - .•�°' �aZ fro I 0 1�16P �E,f d•SL°3024 V 4 �1 � V I T7 N./60 R•/sr[�/L•/S74b' nV s I ✓rf.Yo ca/ V � V �?es �j/ LOT 4 of 1 1 . 40•R/wE syebr G //" f///�OT /Co/ en[nn'•. Pf[E. JEE -rz-1 /EASEsss000_(1 N zin O.R. /A7 26 7' • 7s'rnwER IQ o• n u 7° Lew o. As°m'Ls- E ^- u / ,- /O' RUE. L/NE EASEMENT �Y LOT 845 aA: 1a3 C I 7.75 cso.x Y / 5.0/ AC. 2 i�n*� 3 n i�pgcd'/t\3 z LOTzor /Z 50( AC A � LL LLl1 1 !1 M NO7°ts a'w 2 I m- JfE _ 959. 2_✓_L_ I --87/9/• - 7bZb.L y1'-RfBAR - N97°4907E /ql L✓.4faz REPLAC D JEE N07E 2977 O.R. /67 JEf NOTE >/ 41:V.. 77/; Lor9 5.0/ AC. /O'P[[`E-JE\E NGTf 2 NJa COR. JEC Zi. - x903.07 —I FQ 1'R.0 [J 4702 �R) x� JfT %p'REBgR LJ 4102 N JET /y4'/.P (.S4Po7 .° IE FO SEfT/ON MRNER AS SHOWN A FO%4 CORNER CORNER AS SHOWN (R) B6 M0P4, 13 .10 epi WRAA fS /WRT ffe-7 9 - LOT PAG ERMO C//TR(LT TA'ACT FD h"gFBAq [J 4101 /qJ �`/�� Q /saris nF eEAFrives L OTB w • 3 THE SASU OF-SC'R/NGJ FOR TY'S J[/RVEV w THE NORTH L/NE OFJECT/ON L3 AS PER/RJ BETWEEN 50/ AC. N y 7NE FOUND MO.VUMEN77 AJ M"WN ITE LOFT!/S SUBDIVISION MAP A /-ORT/ON 0F.f FCT/OAl ?3, T/BN, WE, /N THE U.V/A/CORPO.PATEO AREA OF ,BUTTE COUNTY CAL/FOR.V/A 7 I epart merit C o u n t v J. Michael Crump, Director of Public Works o f B U t t. e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAS) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II: Construction Storm Water Permit and Storm Water Pollution Prevention Plan (sWPPP) Acknowledgement [LESS 7"NA1�! ACRE] Project Description: Project Location and/or Parcel Number: UZ% - -//()_ D z1 By signing below, L the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain. multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction . Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Butte County Department of-Developinent Services urr° 7 County Center Drive ° ° Oroville, CA 95965J4 ° (530) 538-7601 Telephone couN��l (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. a 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 buildin>; Hermit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: el n l Applicant Name: d 1 A APN:yy 7�a��✓� _ Building site address: " /,�4 �d / �� Permit No.: 0.5,�2 7 S 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: SIGNATURE OF APPLIC T DATE 9 K:Fors/BldePermirwithoutCleaances 020705 a SMUS vtt .,- Civil Engineering and Design PO Box 5115 Chico, CA 95927 (530) 521-2648 eda@ausmusengineering.com TRUSS CONCURRENCE LETTER October 2, 2005 Ausmus Engineering has reviewed the Truss Calculations provided and approved by: Endeavor Homes Oroville, CA 95966 Dated: September 9, 2005 The truss calculations were used in conjunction with the structural design for single story residence named: Clingman Residence Eric D. Ausmus, P.E Ausmus Engineering Page 1 of I EAWork\Ausmus Engineering\2005_ ProjectsUingmanUingman Truss.doc _ ENVIRONMENTAL HEALTH MAR U l.rS4�.7 7 COUNTY CENTER ® `E PLAN REVIEW APPLICATION Date:.. Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: rl'. Owners Name: ����"�� � �`� � • Owners Address: Telephone No.: Situs Address: ,Proposed Use: 150 9 , Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie; ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved ALL ITEMS CIdECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) v Flood Zone: _ Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific PIan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Variance ❑Administrative Permit ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural 'Worker Affidavit ❑ Agricultural Acknowledgement Statement Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Front Side Side Street v f Rear Height �� + Waterway N/A N/A N/A Subdivision Map ❑ Setbacks drawn on site Plan, CDF approval needed for encroachments into SRA setbacks. i Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees' ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula• 3 * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. . Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required F-1No'❑ Yes Parcel Frontage on Publicly Maintained Road:, ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ' ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision IMIArcel Map: LOjFrk S Map Date of Recording: kk. IV6 Lot: 10 ❑ Use Permitmnor Use Permit Permit Number: Book: j (� Page: g Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systemsin one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pre§surized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division.,, ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El x aap nai^aZi UO[d n!S 1!uuad SM .ppnS\S.CUrR.3 •enatnal;o ZM4 aqi 12 EPP a[gEjrenE ;saq aqL uo puE uoREcaio uogeogdde atp uo paseq si kmarmns sr q; m papsnoid uoAmatojut sigl :sluamamuba-a 391aadS 3o AxummuS X C w 0 ay N 0 i C w U, b N Q W h � � ' 1 fi c a Q °�Wv g R ° W �` ° a g ay N 0 i C w U, b N 4 1 fi c z. Q °�Wv g R ° W �` °�vj h h$ � a T �w 40�i°v �`Z-1, h�QR ? ; 6 Q2Aa4 E Q3Q? IM24 i � W O f� C.y „„�Qi 20W�Q W 0 WQ�Q O�i°.44°CQ ~A4V<Z �` F�V Wo�4P.hoy�z�a mC�tih� a k R M� 5o3 ". eX �Sv yyll 8 Rlz it Nci �Wo 338�.vai`°' �c,�w�: Qj V°h 3.��. V�Qo�44 �4pViv Q Z�W OQi �R �2 2• vVoi a 3:�v "O`tr P.Z , O Z\o2 0 Q V A 2 �$gF¢ �AV�°°�o,o � 0 2laopt Q Q� 2�WtiC�� °viao°v I.JtiQ�oy� Juo$3 c WgvR2V h ay N 0 i C w U, b N 1 fi c z. Q � a wn i h�QR V aoQ i � W O A � U, Z 'e hm32 Q � a h�QR i�g 4",Q �° *Wg. ° `W-CR Jv 3Wa a c� 2 Wo�4P.hoy�z�a mC�tih� a k R M� 5o3 ". eX �Sv it ,'Geese Z 3 I M� yti W�lO.Wp�1�S � �oriwoa S�V�iaS�a s N P VW W1slti0 oW Wy� �WVo'��i2��`Wai3a 1: WQh qv •! ; �. Qv 04 1A� "••- ,Y�, ;''� 14 V1 o��U'b�•�QRW4V8Cb0�t4AV �',j 0 Q 'v?�'L =C2WJ me L. ate_ ---- .,v o Q W > z �zor !i� p N I,h to h� m "fro o� 5 1 W 8 2'F O` DSV 1l! a � NVJ O CC I � -,Up j ZiO J eW ati s eV Q� ,Y� �� i q2 •.s���ti n � YI Y "aCV%,,BSc oN ' a � 22� ° _-i.._ Ci ,d9'B2 /1'LLDN ' Q z �zor !i� p KWh "fro o� 5 SITE PLAN REVIEW APPLICATION Date: .. _ 1--�� S ... AP Permit Number (if applicable) APPLICANT INFORMATION Owners Name: s Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: C? Residential New Single Family Residential ❑ Single Family Addition ' ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition.. Other 9 Septic ❑ Agricultural Exempt Building ❑ Other. Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPhfENT SERVICES INFORMATION (For Staff Use) t1 957 � go Approved ❑ Conditionally App fed Resolve Problems Prior to Approval J / > Site Plan Stamped ADDroved ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act NTnimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year FIood Plain: (See attached) • FIood Zone: • Flood Panel No.: Index Date: F1Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance El Variance El Administrative Permit ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Aclmowledgement Statement Zoning.--- (ff R) Applicable Building Setbacks: Zoning CoEN/A Front 1 Side �— Side Street Rear j Height Waterway N/A Fire Prevention Subdivision Map N/A ❑ Setbacks drawn on site Plan, CDF approval needed for encroachments in SRA setbacks. Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area Road ❑ Thermalito Impact ❑ Other . Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements i Subdivision Man/Parcel Map: Pj,�tq Map Date of Recording: Lot: t l ❑ Use Permit/Minor Use Permit Permit Number: Book: - Job Page: I / - K,r Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building'and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required_ ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development, .Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for ma u x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C'U-M YS\Building Permit Sift P12m Reviewl.doc LOT /!P SO. .S. 73' �---BOWER EASEMENT � B4S oR' Pna i LOT Al 'S.o/ Ac. 0.4c. usaA) Q /A— 14/ \ SEE SHEET 3 y 164.7!' 95/.95' 595.69 6I6. 98 • � �` 427. 76' yi NB .09:19'!V ?4RQ3 SSS.SI' 50 84L t• I ��P ,` \ \ \\ ♦\ P+. `Y \ I �SffEET )0/ � fe177 0,.9. /o4 IY c (P Ac. LOr 14 4CU9.O.A) (PAL ,RQA) R' 4 P 60' NU�OWY/TRUE (S9 EET'r/ 7477 O.M. /64 1,00 a I O l I W \N76 S ` • C _ \ \ ,. 1 , \ \ —YET 0 .emBRR LR4roE \, \�\\ I''`\ \,\ \\ \b: \ �__ �\\ \ \ {\,/✓ NB9°5ob7'E P9B 8. (R) -94A MAP313. 26 NOTES: !) 7NE R0 W/TN/N 7W/S SUBO/VIV/ WERE NO! OE316N® eR CONSTRUC7ED TO QDMPLY W/TN 37ANQV RDS AM ,C640S 7O BE ACCBFTEO By 7NE 47UN7y FOR "A7N7CNANCE. 1) TME TWO 4C.QES OT 44EA616 9 fWA6E D/SPO9AL ARC. 75 SHOWN UNHATCHED ON EAC" PARCEL /2 AG US Bq) Ac. (PAC. U.SQA) qN, J _I 2977 A. /ba 6o'A/ a Arm 0/ 92&.47'9WEET2) NB ------' 673.73 299.07' K T. 74' I Nl 9NEET 2i) r/ 1977 1.1. 111 SEE '5MEET 5 YNFFT9 9NEE7ZB P 9NEFT 4 YNEET 5 27 Z6 zz '14 19 �+ A /5 �\•• \\ 30 Ag� Q 3 e 372.74' T. 74' I Nl 9NEET 2i) r/ 1977 1.1. 111 2 NBB°49Y+0 E 459.56' I SHEET 4CNEMA1r/C y SITE PLAN REVIEW APPLICATION Date: r � - 0 AP# � to Permit Number (if applicable) APPLICANT INFORMATION Owners Address: L) V\ SL Telephone No.: �5 3 Situs Address: Proposed Use: Residential ❑ New Single Family Residential Parcel Size: ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) . ❑ Temporary Travel Trailer ❑: Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel —C Well r 13UTTE- COUNTY SEP 0 1 2[04 DEVELOPYIMT ph sERVIELs DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to App: oval Site Plan Stamped Approved BY (, �� Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) A ?_ ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: j( • Flood Panel No.: Q(.:0©?(,IdTl�— Index Date: qzko ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ .Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 4 -5- Applicable Building Setbacks: Z_ J ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA .setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front c Side �' � ,� � �j • �, (r . Side Street Rear Height Waterway I N/A N/A N/A - Z_ J ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA .setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel . El Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger . . ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel'size required by zone ❑ Meet current Environmental Health Department requirements M.. Subdivision Map/Parcel Map: / :�, Map Date of Recording:,L . Lot: Book: �� Page: G / q ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meei: the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified profess:onal and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the: appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑ Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:Earrys\Building Permit Site Plan Reviewl.doc OWNER: CERTIFICATE WE O'I C ENTeRP?/iG+9. /NL. y< OWNEAV GK TNAT CE?TA/N LAND AJ JM?WN aV /nfrr _,Uje 00 Nf.PEBr CWAUSvr 70 THE Pf6WRAT/ON ANO AlerM IT/ON O� MAf J4/60/Y/J/ON MAP AND A.PE 7)/E ONLY PERSON) WMLVE CONSENT N REgil/RED 70 F%JJ CLEAR T/TLE TU JA/O LINOS. THE EASF�IIENTJ J.cOWN.VEREbV AAE GREETED. W/r,Y OV.P L7TAL/EMT WGOLSDOffEA'FN7L1L✓l/fdT/CW{. 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S c NTo DNTN.tf DAY d-LsuSya'T,INB.iBEfDRE , 1, S11F ON ME 7NE VAI E?J/ NEO, A N07A�p✓ f#/�4LK /,V ANO rM JA/Q� PRpyF JTAfTE, PER [�A//.9t'AREoa,►7�pAAti■ AHVMrT7iA1RF+ BAR/3 of TO.BE THE F TME CO?PoRAT/ON TNAT aIITISF TQtY EXECVTED THE W/TN/N / TRUMENT ON asm roF THE EV.00Nm COAOO,?ArWW TME,A/N N.4 AND .00YNOWLE[+GEO M ME 77/AT JDYN e4eM,RAT/ON EXE 7NE INTN/N /N RVMGNT N• r PUR,f"A'r 70/rJ .W-LAJW ORA.PCJOCL/rA*V OF/TSBOORO OF O/RECTORM WITNEJJ MY NAND AND OFF/C/AC JEAL. • Llil .tl. L°a—��... ' J/$NA77/RE -r,6 t. sAnL ryl. Q_ G)9�IJU t1 C rgpAp� NAME PR/NTEO q•� A'�iq yNV[W� ��. [OMNi )AMI EXPI?fS OPPIQAL BHAL Al G CI$Q7 Aanar n'a.c-etaoamA ' 4��nOP D, ffiQ SU�Pi�EYO?.f' CE?T/F/C(9TE Y MEREBY CE?T/FY THAT /AM A L ICENSEO LAND JL/RYEYOR OF 77/E J'TATE OF CMI~,~/q -MAT THE MAP OFIL7EL/df X/BdV/SION !OR b'RPEJENA' AJVRVfY MgdIEONOfT MYJU IYGLl. TNAT /T /J rive ANO COMFLE ND TWAT MONL/MENT.f rhV$i V MERE ST C OF 77E CNARACTER ANO 4CL9/Pr YNE!.LTtJ'/�4' C T Br O ANO ARE JY/A77CIE.VT 777 E,V#,6U: RETRACED. RKN ARr LS. 470E C«QR Or Aff /90xtAP.OF flVive-PP/fAft - / HEREBY Com" TNAT ON 7NEJi_�LgV 0" 77/E MVN7Yer/XlALLY APP VO EJV¢D/YAf/ON MAP e.W-,/e/�/�r /A�/Y.L/ON MAP "• p 'SLI,�YQ`NT[OLYC?/9E0 /N C.) AND (1V Qi MR O/VNePS CEBT/F/COTE//,(/YO.y.Y_-VR OAPEREq FO? OEO/COT/ON 7D'iPGC/i/C fGOLK A6fN[/ES OA'/YY[%T, ACLAOTEO ON RF.V��Wn Of TNOS0 ENT/T/EI ONL Y. ��. er Y( O. -ice M4R7/N 7r4gw<i 7NE OEN/sY 1 CDUN7`��`l1.PliEYO?:S' ['EIIT/F/GATE _ / NEREBY CERT/FY TNAT / ALOVE E/AM/NEO TRE FWOL MAP OF /O� r PPirs , 7wr/T/5 JUBJTANT/ALLY TWE JAME AJ APft<ARED GLV TA/E 72�NTAT/✓E MAP ON F/LE ANO ANY.AP~VED ALTERAT/ONS THE?EDS TNAT ACC THE RWYLf/ONf UTNE JLHO/V/J/ON MAP ACT L, THE )TATE OF CAG/FORN/A ANO AM' z4MI 4P0/1"NYEJ ADPLKA9LE AT TME T/MEd'APP.PoYAL OF JA/� T2NTAT/VE MAP RA✓E BES �fLYi1q� `pR T, ANO /AMJATAfF/ED TNAT THE AIAP A W/LL/OM' -t /g78T . COVN7Y J•UR EYOR' DIRECTOR OF A!' BUC JST7Y7.CS N07ES THE RO /N TN/4 WVO/.YV/i/ON WERE N07 /JES/GNE/J OR CONf7?UCTED TO COMPLY W/TN STONDARPS fOR ROAM 709E OffEp7E/) 9Y YNE a'V,Y FORMO/N7ENRNCE. /0 6SOTY RECD A"CAERT/F"i ,WM41WO /N THE 4,r/f., a THE RRnWERAI THE C/X/NTY O6 BUTTE, .?ATE AF CAL/f71,PN/A, AT THE REOl0JT OFS771[ Pa EIr IL/uYe4T. SYBI/S�a�DIYO�BIL(L0'LIO dT oe /3!/NVTES Or nCCOCKSM. /NLd:19K LQ'� nF MART AT J!/OD/Y.G'/dV No 385 JErlAl NR BO/'v1'y(A,7O ELEANOR M. BECRE.P, MUNTY RELTAPLI�R OClY/TY 1.OF.TUS SUBD/VZ O/V MAP A Po.PMAI 4F,1AY77t.W 19 71eN R4E /N THE !//V/A/eWAPLLPATBD AeeA Or AW7 74* eV!/N7/I; eW hO. ax r,11 NE-&lr R11 N.! UREA TLY R O E NT O Cf dAA� THE T/6 OV .REG OER VN R G t N _e —BkZI,7h rt •�)t77V7r Q.IOC47tll ' •uuwrwiarw/Aw rte. a.lwc e.•;il.,q.ovmt •e/es[-wn C/V/L FNGIAIFe1M LAND SURVOYORS 0 11► E1�RI 5 AF - W v n Bd h � N W��O m�. A•A Q V e\\ W F� .� w � IN, "h! y2 .• �� � Q�iQ r1c ?a`� 9 Wa �� �, �2Q K��WWti W1e. � •� 1. J 1i� 5 iN`h VN aW �y ?W' Z iz, A4 �1f WciyQ �lOeF N3 O �� v�ux e�y WkRQ"� NK 1. �k®RlZ�y3o23QwbV C`� �I o� i o h i 1 W 3 W v n Bd li PLAN, REVISION/RETURN Owner's Name: a Gi_00 a 4, L e BP#:�- %_ l7S� Received By: �i� �� a� Date: Time: , Contact Person & Phone Number: ����� �2 i ' 2l PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: 2' Requested by Plan's Examiner — Plan Examiner's Name: )6 Au__ ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. 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: �7 Minimum $54.99 Receipt #: 4n(o Q_ ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 -.I T-26-2005(WEO) 13:06 CT -26-2005 13=4.7 October 11, 2005 Leonard Clingman 23502 K.asson Rd. 48 Tracy, CA 95304 Endeavor Homes �I PLANT DPS (FAX)530 531 5269 209 830 3903 Department -of Development Services B"ding Division 7 County Ccntcr Drivc Orovillc, CA 9S965- (530)538-7541 5965-(530)538-7541 (530) 538.2140 FAX Assessor Parcel Number: 027-340-00S Building Permit Number: 05-2758 P. 0011002 P.01 Think you for submitting the plans for your building project. The plans have been reviewed and commcurs are listed below. Please respond in writing to each item by completing and returning the eneloscd PLAN REVIEW RESPONSE FORM, Your complete and clear response will expedite the rc-check and approval of this project. COMMEN.S: I, Provide verification from the truss ntanufactarcr that the trusses along wall lines 2 and C are adequate to e/ transfer the lateral forces specified in the structural calculations. Specify shear transfer from the roof sheathing to the shear walls along wall line B. Provide appropriate details. 3. It appcmrs that the shear wails along wall line B must resist 30,5' of tributary roof width. The structural calculations indicate Z' of roof tributary depth. Please clarify. 4. The 2' long shear walls along wall line D do not comply with the 3,5:1 height to width ratio required in scisnuc zone 3. Pkasc revise, Providc ponal frame with a continuous hCador or revise shear wall length, 5, Provide ST6224 strap as specified in the structural calmdations to connect the 6x 12 front porch header to the top plates, It appears that detail 20/4 is keyed to the wrong location. This detail should be keyed to each end of the 6x12 header, 6. Please number each page of the structural calculations with total number of pages on the front page or sign and sli-unp each page, ��;Zc roof layout docs not match the plans, Please revise, Specify footing sizes required for rear deck posts. 9. Plans indicate #8 h6ldown.at.tha-9'-3" shear wall along wall line B. Should this be a H2 holdown? Many of these plan check items can be easily fixed. Please advise if thcrc are corrections you would like us to make to the plus, If you wish to discuss any of these requirements, please call (530) 538-7541. Refor to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the perniit) The counter staff will answer any questions concerning the Data Sheet. Jim Peterson Philo Hunt, P.Cr Plans E.xamincr Plan Chcck Engineer cc: Eric Ausmus, P.E. 1 of 1 OCT 26,2005 14:41 530 534 5269 Page 1 • EN�CNiPAiN6 � LJ IJII � I � '��� c �•��,� � U L1 .�s � Civil En meenn & Desi PO Boz 5115 Chico CA 95927`,` g� g- i� ,, , 'Phone: (530) 52f-2 48 , Fax: ;(530.) 343=5320 eda@augtiogengineermg.com TRANSMITTAL;. October, 31,, 200.5,` ' Philo Hunt Butte County Building Department - ' Oroville, CA _- Subject%Clingman Residence Plan Resubmittal ' F' Dear Mr. tHunt Nr�. Thank you for the plan check comments; I have addressed them and attached the re- submittal package tothistransmittal. , Sincerely; Eric D. Ausmus-. P.E. r ' Ausmus Engineering G:\Work\Ausmus Engineering\2005_ Pros'ects\Clingman\Transmittal.doc v G� i Z abed 69ZS 6£S 0£9 QCT• -26-2005 13:47 DUI PLRNT OPS T6:bT 900Z'9Z 100 209 830 3903 P.02 PLAN REW RESPONSE FORM In order to expedite the n:view of your plans, please complete the following information and return this form with your rr-subnuttal, chis form Is not complete, as to :ill correction items, ere wilt not be able to accept your re -submittal for review, Tberc must be o va! response to every item requested in our putt comction letter, "By othtre is not considered a valid respanse, picric indicate= yo, rcti-ponse to each item and the locatioa wht:re the hSormadoo can be found. on the plandcalcs. ATTACH THTS PO" TO A COPY OP YOUR PLAN REYZEW LEMR AND R>=TL1i�N yy�M Rel(ISEp AND ORIGINAL PLANS.OWNERS NAME OATS 0.SSESSORS PA EL NUMBER PCRMIT NUMBER 00S C)6-- 27 r. (0yaut . 1.veATION ON PLANS/CA���LCS �uaA2 5A 3 •r� Calor COMMENTS: U -} 33 28 , 5' n)o{e: p t hUm foo is irucl purl PLAN CHECK TtEM # RE9PO E B7. LQ 170N ON PLAIitG AL CSU %J COMMENTS: Q l TOTAL P.02 200!200'd 692S VES 0£S(XUJ) saWO H aoneaPu 3 a O:EI (03f4)5002-92-130 October 11, 2005 Leonard'Clingman 23502 Kasson Rd. #8 Tracy, CA 95304 l 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-340-008 Building Permit Number: 05-2758 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Provide verification from the truss manufacturer that the trusses along wall lines 2 and C are adequate to transfer the lateral forces specified in the structural calculations. 2. Specify shear transfer from the roof sheathing to the shear walls along wall line B. Provide appropriate details. 3. It appears that the shear walls along wall line B must resist 30.5of tributary roof width. The structural calculations indicate 22' of roof tributary depth. Please clarify. 4. The 2' long shear walls along wall line D do not comply with the 3.5:1 height to width ratio required in seismic zone 3. Please revise. Provide portal frame with a continuous header or revise shear wall length. 5. Provide ST6224 strap as specified in the structural calculations to connect the 6x12 front porch header to the top plates. It appears that detail 20/4 is keyed to the wrong location. This detail should be keyed to each end of the 6x12 header. 6. Please number each page of the structural calculations with total number of pages on the front page or sign and stamp each page. 7. The roof layout does not match the plans. Please revise. 8. Specify footing sizes required for rear deck posts. 9. Plans indicate #8 holdown at the 9'-3" shear wall along wall line B. Should this be a #2 holdown? Many of these plan check items can be easily fixed. Please advise if there are corrections you would like us to make to the plans. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. J Peterson Plans Examiner cc: Eric Ausmus, P.E. 1 of 1 Philo Hunt, P. . Plan Check Engineer 1- r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION ,� .... 7 COUNTY CENTER DRIVE r r- OROVILLE, CA 95965 + 2005-0064428 Recorded I REC FEE ` 10.00 Official Records. I County of I COPIES 2.50 But I ` ONACE J. GROBS I County Clerk-Recorderl SA 011:22814 24 -Oct -2005 I page 1 of 2 Illllllllllillllllllllllllllllllll AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit'. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ��8 � ✓� A�J7T�i.J. ✓. 4 �^�Y �7r'., iC C��t �4/N I'AG}}�'�� a�..1.7I TJiJ' r�41 '/'"iJ Jty�15e2� �d Letc;- 17Y ill./O -Ile f =c %? • t 4L Date (O' ay GSA PROPERT OWNERS: .01 OITA State of California County of btpAtie On before me, personally appeared LeckC f ; mttin Ckn M. Cki of_personally known to me (or proved to me on the basis of satis actory 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 in and and official se . MARY A. THOMPSON Si nature 1 eal: a Commission #1351470 0 A.P. # g U Notary Public - California 1 Butte County MY Comm. Exp. APR. 15, 2006 f PARCEL I: LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOFTUS SUBDIVISION MAP", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, NATE OF CALIFORNIA, ON AUGUST 22, 1986, IN BOOK 104.OF MAPS, AT PAGE(S) 18 AND 19. PARCEL II: AN EASEMENT 60 FEET IN WIDTH FOR ROAD AND PUBLIC UTILITY PURPOSES, ON OVER AND UNDER A STRIP OF LAND, THE CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SECTION 23,. TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 630 1S' 23" EAST;. 419.40 FEET TO A TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 150 FEET, A CENTRAL ANGLE OF 520 30' 26..",. AN ARC LENGTH OF 137.46 FEET; THENCE NORTH 64°.14' ll" EAST, 249.28 FEET TO THE CENTER OF A 50 FOOTRADIUS CUL-DE-SAC; THENCE NORTH 750 33'38" EAST, 523.62 FEET . TO THE END OF THE HEREIN DESCRIBED CENTERLINE. PARCEL III: NON-EXCLUSIVE EASEMENTSTOR ROAD AND PUBLIC UTILITY PURPOSES OVER RAIL BRIDGE ROAD, MEETING PLACE; MACKINTOSH AVENUE, AND REGINAL.D WAY, AS SHOWN ON THAT CERTAIN MAP ENTITLED, LOFTUS SUBDIVISION. MAP", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 22, 1986, IN BOOK 104 OF MAPS, AT PAGE(S) 18 AND: 19. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable)% f /. / Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: P 1� Owners Address: Telephone No.: 6f Site Address: Proposed Use: Zone:Z Residential GP: ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling r ❑ Temporary Mobile Home (Aunt Minnie) , ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other 0 Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: M'WA llgricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By. Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: X • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry M. Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: - General Plan: Applicable Building Setbacks: Setbacks identified on site Plan. ❑ ' CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear S Height Waterway N/A N/A N/A Setbacks identified on site Plan. ❑ ' CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: Q . Deeds: Date of Creation: Legal Access Provided: El No ❑ Yes Deed of Reference: Legal Access Required ❑ No Yes Parcel Frontage on Publicly Maintained Road: ❑❑ Yes, Road Name: No ❑ Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements _Subdivision Map/Parcel Map: F LoFrb, S S(43 Map Date of Recording: 9L Lot: Book: io Page: (,,,?) - L 3 OWA6g,?, CERT/F/CATE JULP!/EYf�?.i' CEAM.C7CATS 70 WEA O IC ELATE?F?/QES. /N6. As °wNE?J �TNAT % NEREOY CERT/FY 7NAT /AM A LICENSES LANG ' STATE. PE•PJLWA[LY APPEA/110E.i1.�AM�d-.�7MY'71fME r".66TNEGLe!jF THE era? V' 7NAT f 11TiS P fe?QQ Y - EXECUTED THE W/L /NJTRUMENT ON BEHALF OF THE AV I OL N � � C • CORfr1RAT/B4/ THERE/N NAME/.! qN0 gCKNOW( IM 717 VE "R CE?TA/N LANG AJ JAGWN LW10FS!/1 -� -_ .f[ RVEYO? OF THE J'TATE OF fAUFO?N/A TWAT THE MAP OFLAF_T-LLf 1[/A°/Y/s/ON CO.P EfYJEJEN75 OF DIRECTORS. - A IURYfY MAGE L/NafR MYJU /rBJ. TNAT /T /S TRUE AND COMPLE 4' '• LlJ/W NO THAT - ' J/QNA72/RE 00 HEREBY CONSENT MONUMENTS JNOWN77/ERE(.Wd£ JT :ONLY C(AC 7NE jj,/{' `fyi : ` C `'An0'✓ NAME PRINTED 7O THE PREiWRAT/ON ANO RECOQQIT/ON OF TN/J SU9D/Y/J/ON MAP ANO ARE 77JEONLY KERIONS WNntE CHARACTER AND OA^UPY TNEI/-(J Y,S ATEO ANO ARE JUFF/C/EkO BE - COM�/ON EXP/RES CONSENT AS ?EOL//REO 77l ,7V•Af eiz",c T/TLE n? -W/o LINOS. THE EAfLiNEN7J JNOWN WERE/.W ARf CREATED. -?ETRAfEO. nC+U91N W/TN nl/R MALJEN T•- W0gL60:PAlJW -COM/CdT/ONS AV01",V RERYOEO/CdTEFOP ?/CNA ART LJ.I1OZ fPfC/iKAtl.fR ffi, R/f FOLLOwiNb E6S, Li0•PESf ONO fRPAV r (/) /N6pPNr ANEAffMfO.OIN6ffss, 41CRE6f ANOTOPAVR10KRdN0 CLERAf OF MEICROff ' ' ALL 60'R/W F°NfNG1MlfdYAf //G L.dwANFO~O ANf , ",0,p Oi i'fi�AWAf. OwNTY REM" CERT/F/C,!1� R,FRA°CT/VA(;,K7fREWNOO - OWQTAG!HfO /ICT L/LeT/i/7/E/lO6R, UN)YYAwO PG4'fA1INGL. ANOTOALLLOTOWNLVff W/TW/N A.V6 AL/?O/V/f/ONdNO M44e / HEREBY CERrl" TNATONTNE� A✓OFs�."pv+�..���,E TNC J4B0/VK/ON pECOP0E0 /N THE OFFRE alrV6' RfCLNOE?OF TWE STATE OF CAUFIAPN/A, AT THE REnyEJ7 4PPRRTfNONT >0I//OLOTS, COUNTY B4iR0 OF JCh0.RP/SORJ OFFIC/ALLY AOPROVEO TE ...en/ri�/ON MRA CM/N7/ PF BUTTE OFv�[ oAGIfIL11FB./L�OOCM (?)!IFIL/TY EdffMGNTf: MAP OF lnrn,r AfINUTES PASTS OCIOIK A M. /NBMK � 044"PNTS ra AWIA C DELL, PAC/F/C W44AINe, KT?/C. AURa4AN• _ OF MAKS AT OROV/LLe-WYdNOOTTe /RRAGAT/OW O/S74KT, NOQTN /Y/AL/C UT/L/TYOMTR/CT ANO NOR•COL CA.�Le TICCYH/A4, /NC., " fdS4�:IeNTS OGfC?/9E0 /N (Ii ONO (T,) OF R/f OWNERS OFFERfO FOR OEO/Co7/ON R)_fPEC/i/C R/AL/C Sl/@O/YA'/ON N< .3 f75 JER/AL NR Bdf -�77YIA.iO MR/NSW147/ON,Md/NTENANGG ANO aGPd/R Of ALL UT/L/l/E! 4%vwmLCTE00Ye?,ON, ACRoif AVO ONAGR ALL. /O P. (/. E. f CBOT/F/C4TE/�L/jE0A7.C'A%n A6fNC/ESONd'C!T/L/7/L �P dLLGWTE00N 9ENd�LnF OF TWOSG ENT/T/f60NL Y. ALL 7A" R/W J RUE. " , Af fNRWN NeReAV. '::o�?" .. ::_: ;- - W. .inl Yhi//4✓ Or _ B✓' GdfeMeN rfro PC/F/C Oell, PAC/NC 6d6dNA eLK TR/C/ANO MARTIN L;-h!i O[6�u W:V Oi TWE OGnY/TY ELEANOR M. 92-mee COUNTY REGORGE? OEAV7Y NORCdL G4Ale/CLPi/S/ON,/NC.. iP•O /NSTqLLAT/ON, MO/NTfNdwCf AM RO OF SQ•. 7✓/60?f�.. - ' ANO REPd /Q OFdIL UT/L/r/Ef 4OwrlN/C7000Vf?,Ov ACROSS Or/L/TTedffMGNT CR-U•G.J SAN --V •/,. ,;-. �`,, '.�Gv�;j L�;gh:•:• L ANOUNDERTNPAM/RL/C ve?eON. >n°fTWER w"N'NER'6L"'°'R'""N` R`""Y� COUNTY ' '3i!/?I�EYO?S C'EFIT/F/GATE As AfTEN es NcfcssA?r, TREES, uMes av0 AaUIN, /HEREBY CERT/FY THAT / 14VE ETAM/NEO 7NE F/NAL MAP OF Lf Ce18X"Mr1ALLY TWE JAMf ' rJ / C EA/TfR??/9Gs /Nc. - AJ APPEA?EO ON 77VE 7ENTAT/✓E MAP ON F/LE ANOAA r,APK?OVEO TWE?EOF, THAT AU THE HPoL/•tl'/O.KT Ok TWE JUBO/V/S/ON - ALTERAT/ONS MAO ACT [ice 7T/E STATE nF C,411, OWMU ANO ANY 1"4HY ORO/NAAKES - - ' '-' APKL/CA.BLE AT THE 77MEO -.4RR"VAL OFJA/O TENTAT/VE MAP NAYE if ANO '/ AM JAT/JF/EO THAT TME MAP ' N Y'CLVLRECT. ZZ - 'COUNTY ✓Y/R EYOR D/RECTO? OF Pr'BL/C WnRKS - N07E,' TWEROdOS /N 7N/9 SU90/✓/f/ON WERE NOT OES/ONEO OR CONfTQUCTEO TO COMPLY JoWrA/ T7dNOAROS - ROd/76 509E OCCE/�7EO 9Y TL/E COUNTY FORMd/,NTEA/O.UCE. .fr4TE OF CA[/FORN/q COL/Nrr OFJ'I yY1.RC• IVA S crMdNT 70 ME,TNE L/N°MWTVV69, AANOT4g0✓ZBL/C /N NO r^? Pg4V�0 of ' STATE. PE•PJLWA[LY APPEA/110E.i1.�AM�d-.�7MY'71fME r".66TNEGLe!jF THE era? V' 7NAT f 11TiS P fe?QQ Y - EXECUTED THE W/L /NJTRUMENT ON BEHALF OF THE AV I OL N � � C • CORfr1RAT/B4/ THERE/N NAME/.! qN0 gCKNOW( IM 717 VE N• P• PURJLAN7 577 /T.f E L✓ ANCf fOREAOREJOC /L7N OF9T/RTS BOLRO OF DIRECTORS. WITNESS MT NAND ANO nFF/�f//AL �Jp'fAL� ' J/QNA72/RE `fyi : ` C `'An0'✓ NAME PRINTED v •, roe::. ;° _tl!% )7 19 R7 COM�/ON EXP/RES OIIFI.:IAL SYAL nC+U91N 1b as M� � V WO LOFTUS suBDI vision Mai A PO.PT/O/V dF.f'ECT/ON T3, ;r/BN, ?4E /N THE C//V//VCO.PPO.P.OTE0:9REA OF BUTTECOU/V)J/; !AL/F. N07E: AW f/ V/ f Ne N/P Rf/CL+A UPRFt 1lY \jLjl[O 7 OF Cf THE TTE OV ?EC OfR UN R l t N A TNFETL OFZTNEE7S �ara/rm t �muJn LR Q�7ariote7 no. �•.Isn ww:n.,c[.va76� rw/wawn &L7 - CIVIL ENG/NEe?f LdND SURVEYORS _-e_ 82411 o W , O n RV J 21 e v WN,�tih `,toZ O` 00\ 0 h 2 14 hyo V WAV 1~ p (0 pWF = C °eW Q� a N p l: �V gtig� $y N Z� hQ w9 y� °d' � ,iL'SL9 M•W.Br. N I . I t ]] Nil; bi\`� o �Sy'OB M•BS.TI.fON p�� V On C�°� R \ 7 „,i a QST. Vay RW zs D 7 O y NZ 4 � � ti� � Q V `�, C O � ��Q9� w�dC•, .: V�- qhs— __- no I'+ �Q `• \ 2;@� nth !� o h� 1�• '' �N' 53 .-._ _�� 1 n Q 4� k,l ? . , hP, C� I,•o N po i I HiQ WyVZ ��V� �W � ipQ 2 vH\\• °\Wa .�� a ly Q NQQO _ \r• ��w NZO Oi�X 0� OO9 .d991L �M'/N eQyp $�QR�kI� a �4u WW � OQ O �• i4 `�" +I � r C hl ___-- 4� i;ibav�QW�°I.oW�i�� � > o 'h��/ / °� y c� 8 3'�ra\I:e 8 \a`se •�,'��� 1 civa_a a --- _ ZLpa Wpp�77 v MiTek® JOB: Clingman LoCATiom Butte Co. TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING 19 0��T TIMBER PRODUCTS ® INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 M18 TRUSS SCHEDULE MiTe Tails MaM Mark k TC Pilch BC Pitch TC Pitch BC Pitch Span Amt. Description Front Back AGE1 5:12 45-0-0 1 GABLE END 0 2-0-0 A 5:12 45-0-0 9 STD. 0 2-0-0 Al 5:12 45-0-0 1 STD. W/ 6-0-0 CANT. 0 2-0-0 A2D 5:12 45-0-0 1 STD. W/ 6.0.0 CANT.DRAG TRUSS, 5265# 0 2-0-0 A2 5:12 45-0-0 3 STD. W/ 6-0-0 CANT. 2-0-0 2-0-0 A3 5:12 45-0-0 12 STD. 2-0-0 2-0-0 AGE2 5:12 45-0-0 1 GABLE END 2-0-0 2-0-0 BGE 5:12 20-0-0 1 GABLE END 2-0-0 2-0-0 B 5:12 20-0-0 12 STD. 2-0-0 2-0-0 BD 5:12 20-0-0 1 STD, DRAG TRUSS 2828# 2-0-0 2-0-0 Project: CLINGMAN =County: BUTTE Contractor: Endeavor Homes Date: September 8, 2005 Roof: COMP Plan: Snow: of Drawn By: KK Tail Cut: Plumb D -g T- D, -s T- 2828 B 12 Clingman KesiJence Re: Clingman clingman MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R18196611 thru RI 8196618 My license renewal date for the state of California is September 30, 2006. September 9,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Re: Clingman 00 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R18831406 thru R18831407 My license renewal date for the state of California is September 30, 2006. October 27,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply clingmen DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 R18196611 CLINGMAN A ROOFTRUSS 9 1 BC 0.47 Vert(TL) - -0.23 1-15 >999 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) fomes, urovme, GA 95965 b.I UU s Sep 1 12004 MiTeK Industries, Inc. Thu Sep 08 14:40:58 2005 Page 1 7-11-3 15-2-10 22-6-0 27-7-10 32-94 38-6-12 45-0-0 i47-0-0 7-11-3 7-3-6 7-3.6 5.1.10 5.1.10 5.9.8 6.5.4 2.0.0 Scale = 1:78.9 5x5 M1120= 5.00 12 15 14 13 12 11 10 oxo mrau- 1.Sx4 M1120 II 5x5 M1120= 5x8 M1120= 3x5 M1120= 5x5 M1120= 1.5x4 M1120 11 [ 7.11-3 15-2.10 2280 I 27-7-10 i 32-9-4 33 -0 38-0-12 I 45.0.0 7-11-3 7-3-6 7-3-6 5.1-10 5-1-10 0-2-12 5812 6.5.4 elate Uttsets (A,Y): 11:0-3-0,0-1-81,[2:0-2-8 0-3-01 [6:0-2-8,0-3-01, [11:0-2-8 0-3-0] [13:0-4-0.0-3-01, [14:0-2-8,0-3-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.09 1-15 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) - -0.23 1-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.04 1 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 227 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-2-2 oc pudins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G *Except* WEBS 1 Row at midpt 3-13 2-14 2 X 4 DF No.1&Btr-G, 3-13 2 X 4 DF No.1&Btr-G 4-13 2 X 4 DF No.1&Btr-G, 5-13 2 X 4 DF No.1&Btr-G 5-12 2 X 4 DF No.1 &Btr-G REACTIONS (Ib/size) 1=1053/0-5-8,11=2035/0-5-8,8=237/0-3-8 Max Horz11=-43(load case 3) Max Uplift8=-57(load case 3) Max Gravl=1053(load case 1), 11=2035(load case 1), 8=325(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2144/0, 2-3=-1433/0, 3-4=-750/58, 4-5=719/60, 5-6=-341/63, 6-7=0/830, 7-8=-81/368, 8-9=0/39 BOT CHORD 1-15=0/1902, 14-15=0/1897, 13-14=0/1254, 12-13=0/264, 11-12=-686/0, 10-11=-312/45, 8-10=-312/45 WEBS 2-15=0/327, 2-14=-711/1, 3-14=0/539, 3-13=-844/0, 4-13=0/291, 5-13=0/621, 5-12=-887/0, 6-12=0/1359, 6-11=-1670/0, 7-11=-585/0,7-10=0/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 OQ�pFESS/ON 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 the green lumber members. r �ONG YG LOAD CASE(S) Standard W. 9919 M OF September 9,2005 A WARNING - Ver{Jy deadgn pamnustere and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE AW -7473 BEFORE USE. 7777 Greenback lane 40 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Sufte 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricotion, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component , e �ekm Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. ,Y,,, Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. e3. cz c3 JS Place plates on each face of truss at each T o cq joint and embed fully. Avoid knots and wane ZX atjoint locations. O U �h 3 U U 4. Unless otherwise noted, locate chord splices O CL at V. 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 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. engineer. R MiTeV v\/\] 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 ©1993 MiTekO Holdings, Inc. Job Truss Truss Type Oty Ply clingman TCLL 16.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.05 14-15 >999 360 R1819661 CLINGMAN Al ROOF TRUSS 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 16 n/a n/a Job Reference (optional) Endeavor nomas, Orovnie, CA 95965 3x! 6.1uu s Sep 1 r 2uD4 MI lex Industries, Inc. Thu Sep 06 14:40:592005 Page 1 7-11-3 152-10 22.6-0 27-7-10 32-9-4 38.8-12 450-0 i47-0-0 7-11-3 7-3.6 7-3.6 51-10 51-10 59-8 6.54 2-0.0 Scale = 1:80.7 5x5 M1120= 5.00 F172 16 15 14 13 12 11 10 3x5 M1120= 1.5x4 MI120 II 5x5 M1120= 5x8 M1120= 3x4 M1120= 5x5 M1120= 1.5x4 M1120 II 1.5x4 M1120// 6-0-0 7-11-3 15-2-10 22.6-0 i 27-7-10 i 32-9.4 33 41 38-6-12 45.0.0 6-0-0 1-11-3 7-3.6 7-3.6 51.10 51-10 0.2-12 5612 6.5.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.05 14-15 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.10 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.01 16 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 231111 LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 DF Std G 'Except' 6-0-0 oc bracing: 1-16,11-12. 2-14 2 X 4 DF No. 1&Btr-G, 3-13 2 X 4 DF No. 1&Btr-G WEBS 1 Row at midpt 3-13 4-13 2 X 4 DF No.1&Btr-G, 5-13 2 X 4 DF No.1&Btr-G 5-12 2 X 4 DF No. 1&Btr-G REACTIONS (Ib/size) 11=1526/0-5-8,8=423/0-3-8,16=1392/0-5-8 Max Horzl l=-43(load case 3) Max Uplift8=-45(load case 5), 16=-56(load case 5) Max Grav11=1526(load case 1), 8=438(load case 7), 16=1392(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/611, 2-3=-859/0, 3-4=-627/48, 4-5=595/51, 5-6=-431/48, 6-7=0/356, 7-8=-364/5, 8-9=0/39 BOT CHORD 1-16=-482/122, 15-16=0/186, 14-15=0/186, 13-14=0/722, 12-13=0/347, 11-12=257/24, 10-11=0/278, 8-10=0/278 WEBS 2-15=0/143, 2-14=0/593, 3-14=-94/96, 3-13=-307/0, 4-13=0/212, 5-13=0/288, 5-12=-529/0, 6-12=0/864, 6-11=-1168/0, 7-11=-576/0, 7-10=0/260, 2-16=-1374/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �OFESS/O 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �QIP N\ 4) A plate rating reduction of 20% has been applied for the green lumber members. r D0NG l,G Fy y 2 919 n LOAD CASE(S) Standard September 9,2005 A WARNING - Vert/y design parameters and READ NOTES ON TNIS AND INCLUDED MTER REFERENCE' PADS AUZ-7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design a based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design poramenters and proper incorporation of component is responsibility of building designer -not truss designer. Brocing shown Citrus Heights, CA 95610 a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component , w �e�m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. i Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury `Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property LJ� securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/ . ♦ V g cz cs JS 3. Place plates on each face of truss at each o co joint and embed fully. Avoid knots and wane O 3 3 O at joint locations. v+ U �5 U 4. Unless otherwise noted, locate chord splices CL a at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 G Cb 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 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel 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. engineer. R MiTeV Dov Iry 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MlTekO Holdings, Inc. Job Truss Truss Type Ory Ply Dingman Plates Increase 1.25 TC 0.42 Vert(LL) -0.05 15-16 >999 360 M1120 220/195 TCDL 10.0 R1819661 CLINGMAN A2 ROOF TRUSS 3 1 WB 0.52 Horz(TL) -0.01 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) tomes, Orovwe, CA aaaaa b.1 uu s Sep 17 2004 MI IeK Industries, Inc. Thu Sep 08 14:41:002005 Page 1 -2-0.0 7-11-3 15-2-10 22-6-0 27-7-10 32-9-0 38812 45-0-0 47-0-0 2-0-0 7-11-3 7-3-6 7-3-6 5.1.10 5.1.10 5.9.8 6.5-4 2-0-0 Scale = 1:82.3 5x5 M1120= 5.00 F12 17 16 15 14 13 12 11 3x5 M1120= 1.5x4 M1120 II 5x5 M1120= 5x8 MI120= 3x4 M1120= 5x5 M1120= 1.5x4 M1120 II 1.5x4 M1120// 6.0.0 7-11-3 15.2-10 22-64) 27-7-10 32.94 3 38812 45-0-0 6.0.0 1-11-3 7-3-6 7.3.6 5-1-10 5.1-10 0-2-12 5812 6-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.05 15-16 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.10 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.01 17 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 234 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G 'Except' 3-15 2 X 4 DF No.1&Btr-G, 4-14 2 X 4 DF No.1&Btr-G 5-14 2 X 4 DF No. 1&Btr-G, 6-14 2 X 4 DF No. 1&Btr-G 6-13 2 X 4 DF No.1 &Btr-G REACTIONS (Ib/size) 12=1498/0-5-8,9=424/0-3-8,17=1524/0-5-8 Max Hoa 12=-16(load case 3) Max Uplift9=-48(load case 5), 17=-116(load case 5) Max Grav12=1498(load case 1), 9=438(load case 7), 17=1524(load case 1) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-260/926, 3-4=-775/0, 4-5=-594/36, 5-6=-563/38, 6-7=-410/43, 7-8=0/356, 8-9=-364/12, 9-10=0/39 BOT CHORD 2-17=775/284, 16-17=-45/253, 15-16=-46/251, 14-15=0/646, 13-14=0/328, 12-13=257/46, 11-12=0/278, 9-11=0/278 WEBS 3-16=0/147, 3-15=-59/736, 4-15=-156/117, 4-14=-246/0, 5-14=0/203, 6-14=0/269, 6-13=509/0, 7-13=0/837, 7-12=1140/0, 8-12=-576/0, 8-11=0/260, 3-17=-1552/69 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 the green lumber members. LOAD CASE(S) Standard September 9,2005 A WARNING - Verjtg design parameters and READ NOTES ON TWS AND INCLUDED AUTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MNTek connectors. This design is based only upon parameters shown, and is for an individual building component. suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity 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/rPII Quality Criteria, DSB-89 and BCSII Building Component �e�rb Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 111 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t/8 TOP CHORDS other. C2 C3 JS 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane 3 at joint locations. 2" �' O U �e U U 4. Unless otherwise noted, locate chord splices O at 114 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~I C8 C7 Cb BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge A 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 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. 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 ff. 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. engineer. MiTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 Mi'rek® Holdings, Inc. Job Truss Truss Type ty y 00 CLINGMAN A21)16831406 ROOFTRUSS 1 1 8 Job Reference (optional) i 6.200 s Jul 13 2005 MfTek Industries, Inc. Thu Oct 27 11:07:43 2005 Page 1 -2-0-0 7-113 15-2-10 22-0-0 27-7-10 32-9-4 38.6-12 45-0-0 47-0-0 2-0-0 7-11-3 7-38 73.6 5.1-10 5.1-10 5-98 6-5-4 2-" Scale = 1:81.7 5x5 M1120= 5.00 F12 17 16 15 14 13 12 11 3x5 M1120= 1.5x4 M1120 11 5x5 M1120= 5x8 M1120= 4x4 MI120= 5x5 M1120= 1.5x4 M1120 II 3x6 M1120 // 6-0-0 7-11-3 15.2-10 2216-0 27-7-10 1 32-9-0 33 38.6-12 45-0-0 6-041 1-11-3 7-38 738 5.1-10 5-1-10 0-2-12 58.12 6-5-4 Plate Offsets (X,Y): r3:0-2-8,Edgel, r7:0-2-8.0-3-01 [12:0-2-8.0-3-01, [14:0-4-0.0-3-01, [15:0-2-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.05 15-16 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.10 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 234 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 4-3-10 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 DF Std G 'Except* WEBS 1 Row at midpt 3-15, 4-14, 5-14, 6-14 3-15 2 X 4 DF No.1&Btr G, 4-14 2 X 4 DF No.1&Btr G 5-14 2 X 4 DF No.18Btr G, 6-14 2 X 4 DF No.18Btr G 6-13 2 X 4 DF No.18Btr G QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 12=1498/0-5-8,9=424/0-3-8,17=152410-5-8 Max Horz12=22(load case 9) Max Upllft12=801(load case 13), 9=-691(load case 13), 17=-1688(load case 12) Max Grav12=2426(load case 6), 9=1082(load case 17), 17=3095(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0139,2-3=-1226/1928, 3-4=-2176/1310,4-5=1616/1024, 5-6=1114/566,6-7=-1210/819,7-8=-779/1072, 8-9=-1978/1596, 9-10=0/39 BOT CHORD 2-17=1479/989, 16-17=-201/410, 15.16=-952/1157, 14-15=-255/1097, 13-14=343/784, 12-13=-748/538, 11-12=-684/1023, 9-11=-1385/1686 WEBS 3-16=0/147, 3-15=1557/2234, 4-15=-791/752, 4-14=-903/626, 5-14=-40/203, 6-14=-554/894, 6-13=1167/630, 7-13=-795/1751, 7-12=-2072/878, B-12=-605/7, 8-11=0/260, 3-17=3322/1838 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 45 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 the green lumber members. 5) This truss has been designed for a total drag load of 5265 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 45-0- 1 for 117.0 plf. I LOAD CASE(S) Standard October 27,2005 A WARNING - Ver(& design Parameters and READ NOTES ON TH7s AND INCLUDED AITER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane —® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and B for on individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component's responsibility of building designer - not truss designer. Bracing shown CIWs Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction a the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ ek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M e® Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 1 3�4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each T „ TOP CHORDS other. g C2 C3 J5 3. Place plates on each face of truss at each o �q joint and embed fully. Avoid knots and wane _ �� 3 " at joint locations. _ �+ O U �y U U 4. Unless otherwise noted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) *For 4 x 2 orientation, locate ~ ca C7 C6 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge ill 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. engineer. MiTek° 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply clingman TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 2-16 >999 360 R1819661 CLINGMAN A3 ROOF TRUSS 12 1 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.04 2 n/a n/a Job Reference (optional) Endeavor Homes, Uroville, UA 95965 5.100 s Sep 17 2004 MITek Industries, Inc. Thu Sep 08 14:41:02 2005 Page 1 I -2_M 7-11-3 15-2-10 I 22-0-0 I 27-7-10 32.9.4 38-6.12 I 45-0-0 I a� 2-0-0 7-11-3 7-3-0 7-3-6 5-1-10 5.1-10 5.9.8 _ 6.5.4 2-0-0 Scale = 1:80.2 5x5 M1120= 5.00 F12 16 15 14 13 12 11 3x5 M1120= 1.5x4 M1120 It 5x5 M1120= 5x8 M1120= 3x5 M1120= 5x5 M1120= 1.5x4 M1120 II 7-11-3 15-2-10 I 22.6.0 27-7-10 32-9.4 33f0-0 3� I 45.0.0 7-11-3 7-3.6 7.3.6 5.1-10 5.1.10 0.2-12 5-6.12 6.5.4 5,0-1-6J, 13:0-2-8,0-3-0), :0-2-8,0-3-0), [8:0-0-0,0-0-0], i LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 2-16 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.21 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.04 2 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 230 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 4-3-6 oc puffins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G 'Except' WEBS 1 Row at midpt 4-14 3-15 2 X 4 OF No. 1&Btr-G, 4-14 2 X 4 OF No. 1&Btr-G 5-14 2 X 4 OF No. 1&Btr-G, 6-14 2 X 4 OF No. 1&Btr-G 6-13 2 X 4 OF No.1&Btr-G REACTIONS (Ib/size) 2=1174/0-5-8,12=2026/0-5-8,9=240/0-3-8 Max Horz 12=-16(load case 3) Max Uplift2=-1(load case 5), 9=-62(load case 3) Max Grav2=1174(load case 1), 12=2026(load case 1), 9=327(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-2107/0, 3-4=1424/0,4-5=-749/60,5-6=-717/63, 6-7=-344/70, 7-8=0/822, 8-9=-85/360, 9-10=0/39 BOT CHORD 2-16=0/1864, 15-16=0/1860, 14-15=0/1247, 13-14=0/266, 12-13=-678/15, 11-12=-304/33, 9-11=-304/33 WEBS 3-16=0/321, 3-15=-677/0, 4-15=0/535, 4-14=-838/0, 5-14=0/290, 6-14=0/615, 6-13=-881/0, 7-13=0/1351, 7-12=-1662/0, 8-12=-584/0, 8-11=0/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If�OFESS/0 _ porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 QP 1! 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.oN 4) A plate rating reduction of 20% has been applied for the green lumber members. ,tom QL�� G % �tiC ILU Irn 9919 LOAD CASE(S) Standard >k September 9,2005 A WARNING - 4erth design Parameters and READ NOTES ON TNIS AND INCLUDED MrTEE REFERENCE PADS MU -7473 BEFORE USE. 7777 Greenback Lane 1140 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility, of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610- is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. i- R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 14 TOP CHORDS other. �� . V♦ cz ca J5 3. Place plates on each face of truss at each o �o joint and embed fully. Avoid knots and wane 0 u O at joint locations. v+ U �,y U 4. Unless otherwise noted, locate chord splices O a- at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~t C8 C7 C6 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 0 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 7775 FIR 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Plyclingman (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 R1819661 CLINGMAN AGE1 DUAL RIDGE GABLE 1 1 BC 0.23 Vert(TL) -0,04 34-35 >999 180 BCLL 0.0 Rep Stress Incr Job Reference o ttonal IDA UU a bep 1 t 2uu4 MI I ek Inoustnes, Inc. t nU 5ep 08 14:41:04 2005 Pagell 2280 35.11-12 38.9.4 41812 i 45-0-0 i 47-0.0 2280 13.5-12 2-9-8 2-9-8 3-5-4 2-0.0 Scale = 1:79.3 5x5 M1120= 1 18 19 5.00112 7 18 20 15 21 1q Tf�24 13 23 5x5 MI120 � 12 11 25 5x5 1011120z'� 10 26 3x12 M1120 28 9 27 3x8 M1120-- 7 8 29 3x4 MII20-- 4A' 5 8 8 30 3x4 M1120� 3 31 1 2 or 32 33 1 d 59 58 57 56 55 54 53 52 51 50 49 48 47 48 45 44 43 42 41 40 39 38 37 3635 34 5x10 M1120= b 3x5 M1120= 5x5 M1120= 5x5 MI120= 8x9 MI120= 3x8 MII20= 3x5 M1120 11 38.94 6-2.12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0,02 34-35 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0,04 34-35 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.01 35 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 348111 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&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 DF No.1&Btr G 10-0-0 oc bracing: 34-35,32-34. WEBS 1 Row at midpt 18-43, 17-44, 19-42, 16-45, 20-41 JOINTS 1 Brace at Jt(s): 60 REACTIONS (Ib/size) 1=12/33-0-0, 35=625/33-0-0, 43=161/33-0-0, 44=109/33-D-0, 42=109/33-D-0, 45=93/33-0-0, 46=96/33-0-0, 47=96/33-0-0, 48=96/33-D-0, 49=96/33-0-0, 50=96/33-D-0, 51=96/33-D-0, 52=97/33-D-0, 53=97/33-0-0, 54=93/33-D-0 ,55=97/33-D-0. 56=96/33-D-0, 57=96/33-D-0, 58=95/33-D-0, 59=103/33-0-0, 41=93/33-0.0, 40=96/33-0-0, 39=97/33-D-0, 38=92/33-D-0, 37=112/33-0.0, 36=-100/33-0-0, 32=517/0.3-8 Max 1-1orz32=43(load case 3) Max Upliftl=-28(load case 7), 45=-4(load case 4), 59=-I (load case 5), 41=-4(load case 5), 38=-2(load case 5), 36=226(load case 2), 32=-31 (load case 5) Max Grav1=26(load case 5), 35=661(load case 2), 43=161(load case 1), 44=109(load case 1), 42=110(load case 7), 45=95(load case 6), 46=96(load case 1), 47=96(load case 1), 48=96(load case 6), 49=96(load case 6), 50=96(load case 6), 51=96(load case 1), 52=98(load case 6), 53=97(load case 1), 54=93(load case 6), 55=97(load case 1), 56=96(load case 6), 57=96(load case 6), 58=95(load case 1), 59=103(load case 1), 41=94(load case 7), 40=96(load case 1), 39=97(load case 1), 38=92(load case 7), 37=112(load case 7), 32=517(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 18-19=0/136, 19-20=0/130, 20-21=0/124, 21-22=0/124, 22-23=0/124, 23-24=0/125, 24-25=0/124, 25-26=0/107, 26-27=0/123 , 27-28=0/94, 28-29=0/93, 29-30=10/105,30-31=-506/0, 31-32=-675/0.32-33=0/39,1-2=-61/123, 2-3=-49/122, 3-4=-36/122, 4-5=-24/122, 5-6=-12/122, 6-7=-0/121, 7-8=0/121, 8-9=0/123, 9-10=0/123, 10-11=0/123, 11-12=0/123, 12-13=0/123, 13-14=0/123,14-15=0/123,1516=0/123,16-17=0/129,17-18=0/136 BOT CHORD 1-59=102/58, 58-59=102/58, 57-58=-102/58, 56-57=-102/58,55-56=-102/58,54-55=-102158,53-54=-102158, 52-53=102/58,51-52=-102/58,50-51=-102158, 49-50=-102/58, 48-49=102/58,47-48=-102/58, 46-47=-102/58, 45-46=102/58, 44-45=-102/58, 43-44=-102/58, 4243=-102/58, 4142=102/58, 40-41=-102/58,39-40=-102/58, 38-39=102/58, 37-38=-102/58, 36-37=-102/58, 3536=-102/58, 3435=0/528, 32-34=0/590 WEBS 3561=-658/21, 60.61=658/18, 60-62=-591/0, 30-62=-565/0, 18-43=-134/0, 17-44=-82/0, 19-42=-83/0, 30.34=0/267, 31-34=144/0, 3460=64/50, 16-45=68/20, 15-46=69/16, 14-47=-69/15, 13-48=-69/16, 12-49=-69/15, 11-50=-69/15, 10.51=69/15, 9-52=-71/16, 8-53=-70/16, 7-54=-67/15, 6-55=-70/16, 5-56=-69/15, 457=69/15, 3-58=-70/16, 2-59=-72/1 tj 20-41=67/20, 21-40=69/16, 22-39=69/15, 23-38=70/15, 24-37=-69/16, 25-36=-31/14, 26-35=-160/19, 27-61=-0/11, 28-60=67/28, 29-62=86/4 Continued on page 2 September 9,2005 A WARNING - Ver(y design pawrnetem and READ NOTES ON THIS AND INCLUDED AUTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Suite 109 Applicability of design poramenfers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 Design valid for use only with MNTek connectors. This design is based only upon parameters shown, and 4 for an individual building component. Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pal fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component' A �eL0 Safety Informaflon available from Truss Plate Institute. 583 D'Onof io Drive. Madison, Wl 53719. ,y"' R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3j4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/ .♦ /g g1 cs cs J5 3. Place plates on each face of truss at each T o �q joint and embed fully. Avoid knots and wane �O U �� ZX 3 0 at joint locations. U �,h u U 4. Unless otherwise noted, locate chord splices CL at V. panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ ce a c6 O BOTTOM CHORDS J. 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 o 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 ff. 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. engineer. MiTeko ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply ctingman R1819661 CLINGMAN AGE1 DUAL RIDGE GABLE 1 1 Job Reference (optional) Cl--' Il Yllltli, VIYVIIitl, { m Davou 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu Sep 08 14:41:04 2005 Page 2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are 1.5x4 M1120 unless otherwise indicated. 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 ® WARNING - 9'erUy design parametere and READ NOTES ON THIS AND 719CLVDED =TEE REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane tD Design valid for use on with MITek connectors. This design is based on u Suite 109 �9 N g only Pon 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 Citrus Heights, CA, 95610 is for literal support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the respomibi6ty of the building designer. For general guidance regarding fabrication, quardy control storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSS -89 and BCSII Building Component , a m Safety Information available from Truss Plate Institute, 58 ,Y 3 D'Onofrio Drive, Madison, WI 53719. "�eL, R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/ .♦ �8 g C2 C3 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane tcf1l O V��� 0at joint locations. U U4. Unless otherwise noted, locate chord splices a at'/. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C 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 JB 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 o 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 ff. 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. engineer. R MiTek° Dvv-voa 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 © 1993 MrTek® Holdings, Inc. Job Truss Truss Type Qty Ply clingman PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 R1819661 CLINGMAN AGE2 DUAL RIDGE GABLE 1 1 BC 0.23 Vert(TL) -0.04 35-36 >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) 5.100s Sep 17 2004 MiTek Industries, Inc. Thu Sep O8 14:41:06 2005 Pagel 22.6-0 35.11-12 38-9-0 i 41.6-12 i 45.0-0 47-0-0 2-0-0 22.6.0 13-5.12 2-9.8 2-9.8 3-5-4 2.0-0 Scale = 1:80.7 5x5 M1120= 19 5.00112 18 20 17 21 18 22 15 23 14 24 5x5 M 1120 i 12 13 25 28 11 27 5x5 101II20� 3x12 MII20 10 28 3x8 M1120-- 9 29 3x4 M1120-- 8 30 7 6 8 31 3x4 M11201-- 4 11201 5 q 6 32 3 2Ll 33 50000000( U1 y[ 1 c 60 59 56 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 36 37 36 35 5x10 M1120= 3x5 M1120= 5x5 M1120= 5x5 MI120= 8x9 MI120= 3x8 M1120= 3x5 M1120 II 38.94 6-2-12 34 I� LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 35-36 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.04 35-36 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.01 36 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 351 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 OF No.1&Btr G 10-0-0 oc bracing: 35-36,33-35. WEBS 1 Row at midpt 19-44,18-45, 20-43,17-46, 21-42 JOINTS 1 Brace at Jt(s): 61 REACTIONS (Ib/size) 2=202/33-0-0, 36=625/33-D-0, 44=161/33-0-0, 45=109/33-0-0, 43=109/33-0-0, 46=93/33-0-0, 47=96/33-0-0, 48=96/33-0-0, 49=96/33-0-0, 50=96/33-0-0, 51=96/33-0-0, 52=96/33-0-0, 53=97/33-D-0, 54=97/33-0-0, 55=93/33-0-0 , 56=96/33-0-0, 57=98/33-0-0, 58=89/33-0-0, 59=125/33.0-0, 60=-31/33-D-0, 42=93/33-0-0, 41=96/33-0-0, 40=97/33-0-0, 39=92/33-0-0, 38=112/33-0-0, 37=100/33-0-0, 33=517/0-3-8 Max Horz33=16(load case 4) Max Uplift2=-87(load case 4), 46=-4(load case 4), 59=-16(load case 5), 60=33(load case 6), 42=-4(load case 5), 39=-2(load case 5), 37=-226(load case 2), 33=-36(load case 5) Max Grav2=223(load case 6), 36=661(load case 2), 44=161(load case 1), 45=109(load case 1), 43=110(load case 7), 46=95(load case 6), 47=96(load case 1), 48=96(load case 1), 49=96(load case 6), 50=96(load case 6), 51=96(load case 6), 52=96(load case 1), 53=98(load case 6), 54=97(load case 1), 55=94(load case 6), 56=96(load case 1), 57=98(load case 6), 58=89(load case 6), 59=125(load case 1), 60=73(load case 4), 42=94(load case 7), 41=96(load case 1), 40=97(load case 1), 39=92(load case 7), 38=112(load case 7), 33=517(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 19-20=0/148, 20-21=0/143, 21-22=0/131, 22-23=0/124, 23-24=0/124, 24-25=0/125, 25-26=0/125, 26-27=0/107, 27-28=0/123 , 28-29=0/94, 29-30=0/93, 30-31=0/106, 31-32=-506/0, 32-33=-674/0, 33-34=0/39, 1-2=0/39, 2-3=-36/109, 3-4=-38/126, 4-5=-23/121, 5-6=-12/122, 6-7=0/122, 7-8=0/122, 8-9=0/122, 9-10=0/123, 10-11=0/123, 11-12=0/123, 12-13=0/123, 13 -14=0/123,14 -15=0/123,15-16=0/123,16-17=0/129,17-18=0/142,18-19=0/148 BOT CHORD 2-60=102!74, 59-60=102/74, 58-59=-102/74, 57-58=-102/74, 56-57=-102/74, 55-56=-102/74, 54-55=-102/74, 53-54=103/75, 52-53=-103/75, 51-52=-103/75, 50-51=-1031'75, 49-50=103!75, 48-49=-103!75, 47-48=-103/75, 46-47=103!75, 45-46=-103!75, 44-45=-103/75, 43-44=-103175, 42-43=103!75, 41-42=-103!75, 40-41=-103/75, 39-40=103/75, 38-39=-103/75, 37-38=-103/75, 36-37=-103/75, 35-36=0/527, 33-35=0/589 WEBS 36-62=-658/21, 61-62=658/19, 61-63=-591/0, 31-63=-565/0, 19-44=-134/0, 18-45=-82/0, 20-43=-83/0, 31-35=0/267, 32-35=144/0, 35-61=64/50, 17-46=68/20, 16-47=-69/16, 15-48=-69/15, 14-49=-69/16, 13-50=-69/15, 12-51=-69/15, C 11-52=69115,10-53=711/16, 9-54=-70/16, 8-55=-67/15, 7-56=-70/16, 6-57=-70/16, 5-58=-66/14,4-59=83/23, 3-60=19/ Ll 21-42=67/20, 22-41=69/16, 23-40=69/15, 24-39=70/15, 25-38=-69/16, 26-37=-31/14, 27-36=-160/18, 28-62=-0/11, D 29.61=67/28, 30-63=86/4 Continued on page 2 September 9,2005 A WARNING - Ver(fq design parameters and READ NOTES ON TRIS AND INCLUDED WTEK REFERENCE PAGE MI -7473 BEFORE USE. 7777 Greenback Lane � Design valid for use only with MTek connectors. This design 6 based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,�, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M, ■eke Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3�4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. Vt t 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane Oat U _,ZX'hJ joint locations. U = 4. Unless otherwise noted, locate chord splices OUat Y. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ CB C7 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge A 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 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. 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 ff. 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. engineer. MiTeV 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Dingman R1819661 CLINGMAN AGE2 DUAL RIDGE GABLE 1 1 Job Reference (optional) 6.100s Sep 172004 MiTek Industries, Inc. Thu Sep 08 14:41:06 2005 Page 2 NOTES 1) Unbalanced roof live loads have been considered for this design. r 2) This truss has been designed for the Wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are 1.5x4 M1120 unless otherwise indicated. 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 A WARNING - Vert& design parametere and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AW -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design is based on upon Suite 109 Applicability of design g N en Parameters shown, and for an individual building component. Citrus Heights, CA, 95610 pp iY sig paramenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/rPll Quality Cdteda, DSB-89 and BCSII Building Component M Tekm Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property " Damage or Personal Injury 3 *Center plate on joint unless /4 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each ., TOP CHORDS other. " /$ �/8 -► C2 C3 J5 3. Place plates on each face of truss at each p c, joint and embed fully. Avoid knots and wane 3 0 �O V �� ZX, at joint locations. U ,,5 = " 4. Unless otherwise noted, locate chord splices a O a at '/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~I ce a Ce O 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 o 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 ff. 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 O 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTeV ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIl-7473 © 1993 M[Tek® Holdings, Inc. Job Truss Truss Type Qty Ply clingman I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 R1819661 CLINGMAN B ROOF TRUSS 12 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 Job Reference (optional) �1 or Homes, Grovme, CA 95965 6.1 uu s sep I r 2Dt14 Mi Iek Industries, Inc. Thu Sep 08 14:41:07 2005 Page 1 -2-0.0 5-3-14 10-0-0 14-8-2 20-0-0 22-M 2-0.0 5-3-14 4-8.2 4-8-2 5-3.14 2.0.0 Scale = 1:38.9 4x4 M1120= 3x4 M1120= 5x5 M1120= 6-10-10 13-1-6 20.0-0 6.10.10 6.2-13 6.10.10 I$ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.05 2-9 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 83 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=821/0-3-8, 6=821/0-3-8 Max Horz2=8(load case 4) Max Uplift2=-11(load case 5), 6=-11(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-1346/0, 3-4=1188/0, 4-5=-1188/0, 5-6=-1346/0, 6-7=0/39 BOT CHORD 2-9=0/1187,8-9=0/820,6-8=0/1187 WEBS 3-9=-239/42, 4-9=0/429, 4-8=0/429, 5-8=239/42 BRACING TOP CHORD Sheathed or 5-8-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 the green lumber members. LOAD CASE(S) Standard >k Q �pFESS/p \ r 919 September 9,2005 A WARNING - Ver(/y design parameters and READ NOTES ON THIS AND INCLUDED r1DT'EE REPERENCE PAGE hBb7473 BEFORE USE. 7777 Greenback Lane m g N upon parameters Design valid for use only with Mlek connectors. This design is based on Suite 109 shown, building component. Applicability of design paromenters and proper incorporation of component is responsibility of buildinglding for an individual designer -not buss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6ly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M 8 8ek� Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. e C2 ca J5 3. Place laces on each face of truss at each T o Co joint and embed fully. Avoid knots and wane 3OOatjoint V ,zX locations. U �,0 = 0- U 4. Unless otherwise noted, locate chord splices a at '/4 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ce c7 ce F 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 ff. 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 0 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 17\79 vwQ 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MrTek® Holdings, Inc. O TU NSSType DEFL y 00 CLINGMAN BD ROOF TRUSS 1 1 818831407 Vert(LL) -0.05 2-9 >999 360 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 27 11:07:44 2005 Page 1 -2-0-0 5-3-14 10.0-0 14-8-2 20-0-0 22-0-0 2-0.0 5314 4$2 4-8-2 53-14 2-" Scale = 1:38.9 4x4 M1120= 3x4 M1120= 5x5 M1120= 6-10.10 13.1-6 20-0-0 6-10.10 6-2-13 6.10.10 i$ LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.05 2-9 >999 360 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.11 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 83 lb LUMBER TOP CHORD 2 X 4 DF NO.1&Btr G BOT CHORD 2 X 4 DF No.1&BtrG .WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS (Ib/size) 2=821/0-3-8,6=821/0-3-8 SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. Max Horz2=-8(load case 8) Max Uplift2=612(load case 12), 6=-612(load case 13) Max Grav2=1422(load case 7), 6=1422(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-2841/1397, 3-4=-1902/561, 4-5=1902/561, 5-6=-2841/1397, 6-7=0/39 BOT CHORD 2-9=-1237/2557,8-9=-319/1260,6-8=-1237/2557 WEBS 3-9=-255/59, 4-9=0/428, 4-8=0/428, 5-8=-255/59 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 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 the green lumber members. 5) This truss has been designed for a total drag load of 2828 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-0-- for 141.4 plf. LOAD CASE(S) Standard October 27,2005 A WARNING - Ver(/i; design pammeters and READ NOTES ON THIS AND INCLUDED ADTE6 REFERENCE pAOE MH 7473 BEFORE USE. 7777 Greenback Lane �® Design valid for use only with M'Tek connectors. This design is based only upon parameters shown, and g for an individual building component. suite 109 Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M 8 B Safety Information available from Truss Plate Institute, 583 D'Onotdo Drive. Madison, WI 53719. ■i■ ek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless 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. 17 "♦ � 7g g cz JS 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane ZC,3 U 3 O at joint locations. U ,y U Uat'/. 4. Unless otherwise noted, locate chord splices O panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate cec6 O BOTTOM CHORDS J. 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 sheathedor purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. 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 ri 12. Anchorage and / or load transferng 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. engineer. MiTek° v\l\j 17K37M 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job Truss Truss Type Ory Ply an (loc) I/def! Ud PLATES GRIP TCLL 16.0 R1819661 FJob CLINGMAN BGE ROOFTRUSS 1 1 n/r 120 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 ference (optional) Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu Sep 08 14:41:08 2005 Page 1 -2-0-0 i 10.0-0 20-0-0 22.0.0 2-00 1660 10-04 2-0-0 Scale = 1:38.9 4x4 M[120 -- 3x4 M1120= 4x4 MII20 i 3x4 M1120= 20.0.0 rI$ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 17 n/r 120 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.03 17 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 103 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=237/20-0-0, 25=96/20-0-0, 24=96/20-0-0, 30=110/20-0-0, 29=96/20-0-0, 28=95/20-0-0, 27=97/20-0-0, 26=92/20-0-0,23=92/20-0-0, 22=97/20-0-0, 20=95/20-0-0,19=96/20-0-0,18=110/20-0-0,16=237/20-0-0 Max Horz2=8(load case 4) Max Uplift2=-69(load case 5), 29=-23(load case 4), 27=1(load case 5), 22=-1(load case 5), 19=23(load case 3), 16=-69(load case 5) Max Grav2=237(load case 1), 25=96(load case 1), 24=96(load case 1), 30=130(load case 2), 29=96(load case 6), 28=95(load case 1), 27=97(load case 1), 26=94(load case 6), 23=94(load case 7), 22=97(load case 1), 20=95(load case 1), 19=96(load case 7), 18=130(load case 2), 16=237(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-41/16, 3-4=22/22,4-5=-20/36, 5$=20/46, 6-7=-20/58, 7-8=19/68, 8-9=-33/18, 9-10=-33/18, 10-11=-19/68, 11-12=20/57, 12-13=20/44,13-14=20/33,14-15=-22/18,15-16=-41/16, 16-17=0/39 BOT CHORD 2-30=0/42, 29-30=0/42, 28-29=0/42, 27-28=0/42, 26-27=0/42, 25-26=0/42, 24-25=0/42, 23-24=0/42, 22-23=0/42, 21-22=0/42 , 20-21=0/42,19-20=0/42, 18-19=0/42.16-18=0/42 WEBS 2531=-68/0, 8-31=-68/0, 24-32=-68/0,10-32=6810, 3-30=-90/3, 4-29=-64/22, 5-28=70/14, 6-27=69/16, 7-26=-69/14, 11-23=69/14,12-22=69/16, 13-20=-70/14,14-19=64/22,15-18=-90/3, 8-10=0/52, 31-32=0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. I porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gab `C End Detail" U 4) All plates are 1x4 M1120 unless otherwise indicated. 0 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 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. Continued on page 2 September 9,2005 ® WARNDIO - VerW design pc rnetem and READ NOTES ON THIS AND INCLUDED mrTER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and 4 for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 85610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality controL storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlteda, DSB-89 and BCSII Building Component e u�eLm Safety Information available from, Truss Plate Institute, 583 D'Onotrio Drive, Madison. W153719. M i R Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury � 1 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 14 TOP CHORDS other. cz c3 JS 3. of plates on face of nots 0 joint and embed fulace ly. Avoid kand wane 1 Y• �, 3 at joint locations. M O U�5 U 4. Unless otherwise noted, locate chord splices CL at 'h panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge 11 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 O 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° V\/ -,j vwlq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MPTek® Holdings, Inc. Job Truss Truss TypeQty Ply clingman R1819661 CLINGMAN BGE ROOF TRUSS 1 1 Job Reference (optional) .1-dvar nvUlub, Vloville, VM Vama LOAD CASE(S) Standard 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu Sep 08 14:41:09 2005 Page 2 A WARNING • Ver1/y design parameters and READ NOTES ON TNIS AND INCLUDED AUTER REFERENCE PADS 11W-7473 BEFORE USB. 7777 Greenback Lane Design vofid for use on with MiTek connectors. This design b based on u Suite 109 i9 N g only Pon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsbiGty of building designer- not truss designer. Bracing shown Citrus Heights, CA, .191 - B for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdfedo, DSB-89 and BCS11 Building Component ' a �ekm Safety Information available from Truss Plate Institute, 583 VOnofrio Drive, Madison, WI 53719. 'Y,,, Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury `Center plate on joint unless 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. C2 C3 3. Place plates on each face of truss at each p joint and embed fully. Avoid knots and wane O 0 u y,Zhi at joint locations. U U Uat 4. Unless otherwise noted, locate chord splices O CL '/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 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 ff. 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. engineer. R MiTek D0\] VO4 15. Care should be exercised in handling, ERE erection and installation of trusses. 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Y .. .;.... .. .. ... .. .. .E.... ....iD/ T ... .. ......................... .. .. .. ... .. .i.... ... ........................ .. .. .. .. r ............. .. .. .. .. ... .. .. ............. 2 f. f Assessor's Parcel Number 0 ® `Q — ® ® E] — ® 0 Q Scale: 1" _�_ , �v T TF 0 Owner Name l/!/1 ��- tasS�� L�-�°s ( � G , zc>9 -h�2 Z6Szj Address / Phone No. 1309 5 ko ? 6J;Lo , —&A6 C�� 5 CIA �. --3 2 ® o Site Location Ce i Ao eZ�-� P? P c,�r, � c-��,r�o c��� N�4 Contact: Name ��c rino'TLar` Phone -2�1 X02- Z-�S� =2M 1. PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: E.H. USE ONLY Mat Man Attached Flaw Man Attache Sant to I.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -Lav4- n 7 N Al )- X)p,-:� 0 Owner Location I AP* Plan Approved for: Sewage Disposal ^r . Water Clearance for dwelling. 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L-e-05?4 ................. ........ ...... ................ ....... ............. ............ ............ . .................. . ............. ......... ................................................. ........................... ................. ............ ...... Assessors Parcel Number E� R--, Fc]) 0 ® Scale: 1 k)e0 -0<6 O� Owner Name I -'r,-01 Q A V- -D L I,-) Address/ Phone Up. -I Site Location V -Fr, 1A ),,q D Contact: Name --- iq Ar Pf�- .Phone Zoning: General Plan Desig: si-7,ft Acres 4,0(r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES.: F YbbUOAW �% <ov ��� s OI ke a pow It *' O N .) I ta. a i ! I 2'-0" 10'-21" 10'-4" 10'-4" 10'-4" A 7 ' ---------__----------m---------------.e.-.----------- --- 7 2,-O„ 0'-91 I a GEN EMM NOTES N to r 1. SHOWERS do TUB/SHOWERS SHALL BE PROVIDED WITH PRESSURE BALANCE NAILING PER 5CHEPULE OR THERMOSTATIC MIXING VALVE CONTROLS. PENETRATION IN SHEARWALL IF APPLIES 5EE DETAIL ON DETAILS SHEET 2. ALL HEADERS TO BE 6x12 UNLESS OTHERWISE NOTED � Z 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED MINIMUM LENGTH OF L 4. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR O WITHIN 20'-0" OF PLUMBING CLEANOUT 0 `d' 5. PROVIDE OPENING AS REQUIRED AND CONCRETE SLAB FOR H.V.A.C. LTJ Ld ..:.I Ox = CL 6. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING * UP SIDING m J 7. SEE TITLE SHEET FOR ADDITIONAL NOTES _ W W JCL 8. PROVIDE P.T. VALVE DISCHARGE LINE TO OUTSIDE do ANCHOR STRAPS W O^ TOP do BOTTOM AT WATER HEATER 0 — - ul J ry 9. BLOCK FOR TOWEL BARS M u 10. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. Q DOOR OPENINGS ARE CALL -OUT PLUS 2". 0 J Z 11. DOUBLE FRENCH DOOR OPENINGS ARE CALL -OUT PLUS 3". LLJ 12. WOOD COLUMNS do POSTS LOCATED UNDERFLOOR OR WHERE o La p EXPOSED TO WEATHER SHALL BE SUPPORTED BY CONCRETE PIERS PROJECTING AT LEAST 6" ABOVE EXPOSED EARTH & AT LEAST 1" ABOVE CONCRETE FLOORS OR POSTS MUST BE WOOD OF NATURAL RESISTANCE TO DECAY. Ln O M d a I a T HOUSE: 1677 SQ. FT. GARAGE: 480 SO. FT. COV. PORCH: 39 SQ. FT. COV. DECK: 624 SO. FT. I r tV _ HOLDOWN SCHEDULE �2 USE SIMPSON PHD2 ON 2X PT SILL PLATE U.O.N, USE SSTB16 SINGLE POUR OR SSTB20 TWO -POUR. TOP PLATE SPLICE USE ST6224 FOR WALLINE C (SEE DETAIL ON DETAILS SHEET) USE 12-16d'S EACH SIDE OF SPLICE FOR ALL OTHERS (SEE DETAIL ON DETAILS SHEET) V / ul w W cp rn a LEGEND to VE5IGNATED WALLINE SHEARWALL EDGE NAILING PER 5CHEPULE M PENETRATION IN SHEARWALL IF APPLIES 5EE DETAIL ON DETAILS SHEET Lo � Z W MINIMUM LENGTH OF L 5HEARWALL O T HOUSE: 1677 SQ. FT. GARAGE: 480 SO. FT. COV. PORCH: 39 SQ. FT. COV. DECK: 624 SO. FT. I r tV _ HOLDOWN SCHEDULE �2 USE SIMPSON PHD2 ON 2X PT SILL PLATE U.O.N, USE SSTB16 SINGLE POUR OR SSTB20 TWO -POUR. TOP PLATE SPLICE USE ST6224 FOR WALLINE C (SEE DETAIL ON DETAILS SHEET) USE 12-16d'S EACH SIDE OF SPLICE FOR ALL OTHERS (SEE DETAIL ON DETAILS SHEET) V / ul w W cp rn DRAWN BYI R.S. HUGHES CHECKED, BILL WICKLAS DATE, 8-24-5 SCALE: JOB: CLINGMAN AU5MU5 D CIVIL ENGINEERING DESIGN PO DOx 5115 CH ICO, CA 95927 (530) 521-2648 �o QROF ESSInN'l No. 65286' 'Ar 09-30-2007 CIV Il OF SHEET # 1 OF 7 a 0 to ' Z W M N o Lo � Z W v L O LL- 0 `d' V40 LTJ Ld ..:.I Ox = CL M Lo X M Lo U m J Q W W JCL W O^ Q J ry to u Q Q 0 J Z 0 LLJ o w La p LLJ DRAWN BYI R.S. HUGHES CHECKED, BILL WICKLAS DATE, 8-24-5 SCALE: JOB: CLINGMAN AU5MU5 D CIVIL ENGINEERING DESIGN PO DOx 5115 CH ICO, CA 95927 (530) 521-2648 �o QROF ESSInN'l No. 65286' 'Ar 09-30-2007 CIV Il OF SHEET # 1 OF 7 z Q ' W W o Lo ry Z 0-j~L0 O LL- V LTJ Ld „ Li ry Q :m�ozr Q Q 0 J Z LLJ o w n LLJ DRAWN BYI R.S. HUGHES CHECKED, BILL WICKLAS DATE, 8-24-5 SCALE: JOB: CLINGMAN AU5MU5 D CIVIL ENGINEERING DESIGN PO DOx 5115 CH ICO, CA 95927 (530) 521-2648 �o QROF ESSInN'l No. 65286' 'Ar 09-30-2007 CIV Il OF SHEET # 1 OF 7 .01 .10