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018-440-113
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT'NO. BP060504 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/21/2006 APN: 018-440-113-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 655 COYOTE WAY CHI Date: Contractor: Map Index: Description: NSF (3383) GAR (959) COV (653) OWNER -BUILDER DECLARATION 1 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 Owner: WOODWARD, TRACE AND SHERYL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 2288 BLOOMINGTON AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the. basis for the alleged exemption. Any 95928 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).): 530-624-2701 ❑ 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: WOODWARD, TRACE AND SHERYL 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 2288 BLOOMINGTON AVE year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95928 sale.): 530-624-2701 1, as owner: of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.. Contractor: LEE, GARY CONSTRUCTION O 1 am Exempt under Article 3 o si ss nd Professions Code 2► 676 EAST 1 ST AVE Date: O� Owner: SUITE 15 95926 530-343-2518 OZZ WORKERS' C ENSA ION DECLARATION 1 hereby affirm under penally of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 451450 workers' compensation, as provided .for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: VERTICAL TECHNOLOGY ENGINEERING g insurance carrier and policy number are: Carrier: Policy #: XI certify that in the performance of the work for which this permit is Total Square Ft: 4995 S.F. issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $253,359.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.j� 1r] OC7 �I Zl (li� Date: t' �_ 621 Applican 1r t secure workers' compensation coverage is WARNIN , Failure/bJect unto and shall s an employer to criminal penalties and one .20 �y�� 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.21 r CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated b ve for which fees have been paid. /' performance of the work for which this permit is issued (Sec 3097 Civ.) By. Date: Ga 2 - � 0 G Name:—PERMIT CD -21- O 1 EX IRESON: Address: (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely 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 authorize t of the owner. I agree to comply with I it is unlawful to alter the substance of any off' ' r do ment of Butte County. I hereby all county and state laws relating to building construction. acknowledge authorize representatives of Butte County to� enter upon the above mentioned property for Inspection purpose 1,( j � \�" Xhg Signature: AAa Print Name: 1 /'�oA � / Date: `QJ Owner ❑ Contractor ❑ Agent for Owner O Agent for Contractor III IQ nA I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY' CONTRACTOR OWNER INFORMATION me Last- 19MCD Addre%,,,'/ aar l , *'G J •�-� S irsf e G Addrggs,Z " �c Pho3 — 2S18' A 114T�s...1 City Lic. # Stat Zi e o A If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Phoneo Fax - -22o E-mail Wo o i 7I .N.e. C .•.. CONTRACTOR Name Awe, t4 e Addre%,,,'/ aar l , *'G J •�-� S City Stat Zip 2. 'T51172.6 Pho3 — 2S18' Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Address Address 3 IL v 0 20 0 City o Phone Stat A Zags, L Phone��o_ Book S Page & E-mail Planner 64 Ste License Number APPLICANT INFORMATION Name A) Address City State Zip Phone Fax E-mail _AgeL lGNATUR E X or office us only: Zoning U 1 Flood Zone o-- / /3 SRAs // vf� /pt-� No Occ. Type Const. Subdivision Name Map Pin -4-I Book S Page & Lott# Planner 64 Date Approved: [,/1 4W, OVER FOR SUBMITTAL REQUIREMENTS PERMIT BP : - BIN It A / Description or Scope of Work: W 3 3 9' S,?� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receipt #: '4qqb _L Date: -51 9 110 Amount: l • 733 Bldg SRA Sheriff SMIP 1 Other I Total K•\Fr1RMC\RI In nimr: F()RhAC\RlrinAnnlCiihRnmtc rinr. Pace 1 of 2 REV 8-12-05 PROJECT LOCATION AP# Dl - o-- / /3 roperty Address o // vf� /pt-� City Cfr�il0 Cross Street llS oN ,, /� A , WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: W 3 3 9' S,?� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receipt #: '4qqb _L Date: -51 9 110 Amount: l • 733 Bldg SRA Sheriff SMIP 1 Other I Total K•\Fr1RMC\RI In nimr: F()RhAC\RlrinAnnlCiihRnmtc rinr. Pace 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate - ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form , - ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information..(Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF:BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: YV G�J� �'� ASSESSOR PARCEL NUMB R" (A Proposed Building Use: Permit Technician: Date: U �O Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordekb apply. 16- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. Y 6. Energy compliance design and supporting documentation in duplicate. r, ❑ 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. •r ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. NAII of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ..................................... ...... .18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit............................................•........................... > ❑ 21. Site plan and business license approval from the -of Biggs...... �l 22. California Department of Forestry plan approval paid. Sent by: ... 4 0 OiC23. Planning approval for (A) Use: .�(�Parking: _�C) Parcel Chec :............��L ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... g26. NPDES Form............................................................................................. V 7r 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 ................. j.)... ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction ...........................•.............................................................. El 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone u a+ • DI U ) and hold for pickup. I have beWinformed-o;abo tev lIems and. requirements for obtaining a building permit. ApplicantDate: 3/312°, 6 1. Index pe above items mbered Plan CheckLetter 2. Additional 0, items required l , t Contractor, designer, owner, s- vised f t above ata by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abo e d�Ily to❑ phone, ❑ mail, 01coun er, by Date: Plans reviewed by: Date: Plans approved by: Date: 1 0 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 1I z CO ria E. Plot Plan Altedled Floor Plan Sent to BD/D TO: Building D,vision - Development Services i4 FROM: Environmental Health SUBJECT: Sanitation Clearance jrkc e e Shen f A1p©40&vnr, Lot z 064 40L Owner Location AP# Plan Approved for: Sewage Disposal: 9C Water Supply: Public Private Well Clearance for X _ dwelling. Other q t 1 lordrooni GQv-v- II iti5 Hold final for: Final clearanceO.Kor: NOTE:,-, En IronmentaWealth Specialist Building Clearance 9/2005 /I/tc�o�' Date J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buftecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner WOODWARD, TRACE APN No: 18-440-113 Application Date 3/3/2006 Permit No: BP 060505 Permit Type: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA Res Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application 4 5 6 7 7a 8 $3,758.32 $1,503.33 • $2,254.99 Balance of Building Permit Fee 0 $95.00 $204.98 $109.98 $1,598.33 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 4-$1,708.31 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 16;477:20 Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL" Applications After 2114/05 I Per Dwelling SFD uF I Per Dwelling MFD Per Dwelling MH County 1 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan A SR -1, SR -3, SR-1/PD pec 0 R-1 7938.531 8031.531 6757.081 6850.08 7633.49 7726.49 RECEIPT DATE Tech/Asst .>r' LAME _0 R-2 7541.531 6360.081 7236.49 R-3 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 1 $100.00 $4,196.87 �-, 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200.00 KourMi DRAINAGE FEES* 10 PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch RECEIPT DATE Tech/Asst 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling $130 At time of building permit _ $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* I Chico Unified School District 062 12a RECREATION DISTRICT FEES* Chico I (iQTK u At the time of permit application, I was advise a above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applican : Date: 3 LS OA Pursuant to Gov nt de Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the dat approval f the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 BUTTE COUNTY (DEVELOPMENT FEE CERTIFICATION FORM 0EATHER.RIVER RECREATION AND PARK DISTRICT (FRRPD) ( jVHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) LVO Building Permit Number Property Owner (s) Project Location /Address - Subdivision Name Assessable Sq: Ftge ?2 Type of Residential Development (check one) New Development 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 issued) verified by Building Department Comments: ❑ FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: A�pplicant Name n Phone Number (,p CA Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $c -5 ` per .unit fora total of $ (V 3 %S � Square Feet @ $ 1 per sq foot for a total of $ Remarks: .//73 5/�a l0 Paid by Check No: Paid by Cash: Receipt No: Recreation and P rk istrict R%entative Date 7!h BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District/ CU U N / %� G� /� Building A.P. Number t01 gV0-11 3 Jurisdiction: = '= _City County Property Owner Property Location/Address Subdivision Lot No. Residential Development Et Q Q Q No of Living Mobile Home Addition/ "Supplemental to Units Installation Conversion Permit # Sq. Footage 3 3 9; !/— (Group. R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Sq. Footage New Addition (Including Exterior Roofed/Areas) Building Department Representative Date District Identification No. C' /�=School District certifies that (Applicant) .3V3 (Street Address) U (Phone Number) alkec'c' 0- aS92-9 (City) (State) (Zip Code) has complied«with•the requirements -of Resolution -No . /: 0 wQ _..::. by payment of r.. -> representing 3 30 - square feet. IAB 2926 $ ui i umrengN S 0 /0/, Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees identifled above by submttting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMcation Form, the School District Is nodfled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA). this Drollect may be sublect to additional school fees to fully mmuste Its bnDoct on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xla (3ffl5Wnm COPY of Document.Recorded 17 -Har -2006 2006-0013701. AND WHEN RECORDED MAIL TO: Has not been compared with BUTTE COUNTY BUILDING DIVISION original 7 COUNTY CENTER DRIVE BUTTE COUNTY RECORDER OROVILLE, CA 95965 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, df 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: 113 (APN: 018-440-03'3) Lot 2 as shown upon the map filed for record on April 6, 2004 and recorded in book 159 of maps at pages 66 through 68, Butte County Records. Date 31'-Y400 PROPERTY OWNERS: '`rte Loa 06y (f Ooodwae6r State of California.. ) County of On iMa-t� fy?,�c2 6 before me, personally appeared !n,. eg '-!n4 , 4,,,,��,� knewn4o-rue (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that *ekAe/they executed the same in lift1bl"their authorized capacity(ies), and that by I}i~their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my.han official seal Signature Seal: P A.P. 4 PAUL LEO OSTERMAN IVB COMM. # 1572163 NOTARY PUBLIC CALIFORNIA BUTTE COUNTY 0 �' COMM. EXP. APRIL 23, 2009 -` er �A,AA ech March 1, 2006 VerticalTechnology Engineering 383 Rb LixbAve. #200, Gm, CA, %,106 Ph (530) 899$n6 Fax PD) 899-11(2 RE: Woodward Residence, Lot 2, Coyote Way, Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 2/28/06 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. -- e ante o PubliC or 6. oC o u n t y o f U I LAND DEVELOPMENT DNISION e ). Michael Crump, Director storm Water Management Pro;rarn ® 7 County Center Drive oroviiie. CA 95965 �C0 lJ i1-\ / (530) 538-7266 p�UC WOF�S (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm WaterPermit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN ACRE Project D escrip tion: �� $FZ G.0 v Project Location andlor Parcel Number. D (g cif YO — l3 the ro ect owner/owner's agent, certify that this project WILL NOT DISTURB By signing below, L p )rDai 1 acre or more of land and that L therefore, do not need to apply for a Co hacstiot wat r e t from the State of Callformla Regional Water Quality Control Board projects re multiple site build -outs of less than one acre but when combined 'W suater bsequent from the State phases total oof than one acre of disturbed soil will require a Construction rm California Regional W ater Quality Control Board. I am aware that submitting false and/or inaCCU ate information or failure to apply Board for proj� i tiuction Storm Water Permit from the State of California Regional Water�tY�or other permits or other that disturbs one acre or more of land may result in revocation of ding sanctions provided by law. Signed: - Title: Date: i�" �r CHICO URBAN AREA DRAINAGE IMPACT FEE DETERMINATION SHEET Dear Builder/Homeowner: In some areas of Butte County, ordinance 3910 requires the payment of drainage impact fees prior to the issuance of a building permit. The parcel on which. you have applied for a building permit is in the L -06- Gaza. C ---k- (-7 -)'7 drainage area. It is your responsibility to attach a site plan to this form, and deliver as soon as possible to the Land Development Division, Department of Public Works, 7 County Center Drive, Oroville, CA 95965 so that your fees may be calculated, and the issuance of your building permit may be facilitated. Land Development processing time is approximately 3 weeks, not delivering thi's form in a timely manner may delay the issuance of your building permit. Information for Land Development/Public Works: of project: dition to existing Single F Footage 3 n 9 Z- 0 ❑ New Single Family Residence / 1 Acre + Square Footage ❑ Commercial S Assessors Parcel Number: of 8 - Hyo --1' Z Building Permit #, Owners Name: Owners Mailing Address: Property Address: Applicants Name and Phone Number: Form completed by: Date: 1101(flor Fee per acre $ o ? i'Z- Fee calculated by 014 Date: AMOUNT DUE: $ CZ3.9 Form returned to Development Services on: N. COUNTY OF BUTTE 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 PROPROSED BUILDING USE ST — 2_' rd. I n j Z1. BUILDING PERMIT FEES -;Balance Due ..................... $ N'6 G -- FEMA Flood elevation review ... $ / -- Additional plan checking Fee.... $ V 2. SCHOOL DISTRICT FEES rn (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.).:... X $0.03 :_ $ Sq.Ftg. /� 4. RECREATION DISTRICT FEES l ` _ A . , - / (paid at Recreationbistrict Office) (form available after Plan Check)' 5.' RESIDENTIAL DEVELOPMENT IMPACT gEES COUNTY WIDE (per dwelling) $ 4 CHICO URBAN AREA (per dwelling) $ 4 EL MEDIO FIRE DISTRICT (per dwelling) $ 4' 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 # $200.00 (paid at Building Division) 8. SMIP Is DRAINAGE FEE L1I fti rte C7_3.9.7 10. OTHER 111 OTHER A.P. # DATE RECEIPT # 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 I may be changed during the pjah checking process.',. APPLICANT �� — DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You \have 90 days -fon 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) RVED- 0 CT 1 1 I Irr �. a�i�oEVf1O PMENT�lV. ANDERSON TRUSS a division of PACIFIC COAST SUPPLY LLC. VISIT OUR WEB SITE AT WWW.ANDERSONTRUSS.COM SALES — ENGINEERING — FABRICATION SALES — ENGINEERING — FABRICATION 8810 SPARLING LN. DIXON, CA 95620 2050 E. LOUISE AVENUE, LATHRO.P3 Ck %95 30 PHO: 707-678-1636 FAX: 707-678-1630 PHO: 209-858 �SM# X 0�,�851 SALES — ENGINEERING — FABRICATION ���� 1260 FURNEAUX RD. MARYSVILLE, CA 95901 ts PHO: 530-749-6500 FAX: 530-749-6505 ENGINEERING DRAWING PACKAGE DEVELOPER / CUSTOMER: TRACE WOODARD PROJECT NAME: TRACE & SHERYL WOODWARD RESIDENCE ANDERSON TRUSS JOB NAME: WOODWARD S.F.D. �REVISI N: BP#Orb='•O�o�l PLAN: ELEVATION: ;Date Q '�= u� SALES REPRESENTATIVE: ROBERT DANIELS — — ENGINEERING TECHNICIAN: PAUL ZEHR DATE OF PLANS: 2 / 21 / 2006 DATE OF CALCS: 6/30/2006 WARNING: BUILDING DESIGNER AND FRAMER MUST CONSIDER COMPRESSION AND SETTLEMENT OF FRAMING MEMBERS AT ALL GIRDER AND HEAVY LOADED LOCATIONS TO HELP ELIMINATE COSMETIC DRYWALL P00111 14d( -z NOTE: ALL LATERAL BRACING SPECIFIED IS FOR BRACING COMPRESSION WEB MEMBERS AND Refer to APPROVED PLANS for MUST BE INSTALLED. TOP CHORDS ARE ASSUMED TO BE LATERALLY RESTRAINED BY PLYWOOD OR SPACED SHEATING. BOTTOM CHORDS TO BE LATERALLY REINFORCED BY additional notes and information MINIMUM OF 1x4 AT 10'-0" O.C. MAXIMUM, EXCEPT IF OTHERWISE NOTED ON DRAWING. for this project NOTE: VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND BRACING OR OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED, IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT OR ENGINEER. NOTE: ALL FLOOR TRUSSES REQUIRE 2x6 STRONGBACKS AT 10'-0" O.C. MAXIMUM (SEE FLOOR i 'M1 ►♦r •r'��� DETAIL SHEET.) NOTE: DUE TO VARIATIONS IN WEATHER, LUMBER DIMENSIONS, AND MOISTURE CONTENT AT THE TIME OF FABRICATION, ANDERSON TRUSS CANNOT BE RESPONSIBLE FOR ANY TRUSS DIMENSION VARIANCE OF 1/4" OR LESS.10 A I WARNING! DO NOT CUT OR ALTER TRUSSES WITHOUT PRIOR WRITTEN APPROVAL FROM ANDERSON TRUSS. SIMPSON�3 TJ 11' MITEK 2000 Job Truss - Truss Type city PlyWOODWARD RESIDENCE ry WOODWARD Al ATTIC 1 1 - Job Reference (optional)- - ANDERSON TRUSS, Lathrop, CA 95330-9607; Paul Zehr : - - " " - 6.200 5 Jul 13 2005 MITek Industries, Inc. Tue Jun 27 08:06:39 2006 Page 1 -1-012. 4-10-0 . 9-1-12 16-0-0 22-10-4 27-2-0 . , 32-0-0 33-O 1-0-0 '4-10-0 4-3-12 6-10-4 6-104 4-3-12 4-10-0 1-0-0 5x12 = Scale= 1:86.5 3x6 = 6 3x6 - 5 3x6 11 3x6 11 2x4 I I 8 , 8x8 �i q 8x8 8.00F12 " 0 3 9 13-5-0 1 .2 10 N vyFig PR EE3 I a 1 EB EE3 EE3Io d o 5x8.— 16 154x8 = 14 4x8 = 13 12 5x8 2x4 11 5x12.5 MT16= 4x8 = 2x4 11 6x10 = 4x8.= 4x8 = 6x10 = 4x8 4-10-0 9-1-12 22.-104, 27-2-0 32-0-0.. ., 4-10-0 4-3-12 13-8-8 4-3-12 4-10-0 Plate Offsets X Y : [3:0-4-0,0-4-8), [9:0-4-0,0-4-8], [13:0-3-4,0-M], 0 15:0-3-403-0 LOADING (psq SPACING 1-4-0 CSI DEFL In (loc) Ildefl Lid PLATES.' GRIP TCLL '16.0 Plates Increase 1.25 TC 0.90 Vert(LL) -0.5613-15 >675 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.91 13.15 >419 240 MT16 1521158 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 10 nla n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 224 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 3-11-11.oc purlins. BOT CHORD 2 X 6 DF SS G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-15 2 X 4 DF No.18Btr G JOINTS 1 Brace at Jt(s): 17 WEBS 2 X 4 DF Stud G REACTIONS (lb/size) 2=1328103-8, 10=132810-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0119, 23=-2104/0, 34=-2016/0, 4-5=-1375/0, 5-0=0/645, 6-7=01645, 7-8=4 37510, 8-9=-2016/0, 9-10=-2104/0,10-11=0119 BOT CHORD 2-16=011736, 15-16=011737,14-15=011446,13-14=011446, 12-13=011737,10-12=011736 WEBS 5-17=-2265/0, 7-17=-226510, 4-15=01966, 8-13=01966, 3-16=301/37, 9-12=301137, 3.15=-43510, 9-13=-43510, 6-17=01127 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load(7.0 pst) on member(s). 4-5,7-8,5-17,7-17; Wall dead load (5.0psf) on member(s)A-15, 8-13 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q OFFESS� LU No. 2587 rn M Exp. 12/31/07 �r �rRUCTO �P �rF0CAC,F This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty' PIY RESIDENCE' n WOODWARD A1A ATTIC 1 1 �WOODWARD Job Reference o tional' ANDERSON TRUSS; Lathrop, CA 95330-9607, Paul Zehr' - - 6.200 s Jul 13 2005 MITek Industries, Inc..TueJun 27 08:10:412006 Pagel -1-010 . 4-10-0 .9-1-12 16-0-0 22-10-4 -27-2-0 : 32-0-0 1-M 4-10-0 4-3-12 6-104 6-10-4 4-3-12 4-10-0 5x12 = Scale = 1:84.0 3x6 = 6 3x6 5 6 7 3x6 11 3x6 11 2x4 8x8 i 4 8 8.00 12 3x6 c 3 9 13-5-0 2 10 L4 EE1. RR Rq EB a"_A o� 5x8 = .15 144x8 = 13 4x8 = 12 11 5x8 = 2x4 11 5x12.5 MT16= 4x8 = 2x4 II 6x10 — 4x8 = 4x8 = 6x10 4x8 = 4-10.0 9-1-12 22-103, 27-2-0 32-M 4-10-0 4-3-12 13-8-8 4-3-12 4-10-0 Plate Offsets X Y : [3:0-4-0.0-4-8],[12:0-3-4.0-3-0].[14:0-3-4,0-3-0 LOADING (psf) SPACING 13-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.56 12-14 >674 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.91 12-14 >418 240 MT16 1521158 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 10 nla n/a BCDL 8.0 Code UBC971ANSl95 (Matrix) Weight: 222 ib LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 6 DF SSG *Except BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 12-14 2 X 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s): 16 WEBS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=1328/03.0, 10=128710-3.0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2.3=-2105/0, 33=-2018/0, 45=-1376/0, 5a=01646, 6.7=01646, 7-8=-1376/0, 8-9=-2018/0, 9-10=-2113/0 BOT CHORD 2 -15=011737,14 -15=0/1738,13-14=0/1448,12-13=011448,11.12=011745,10-11=0/1745 WEBS 5-16=-226810, 7-16=-2268/0, 4-14=01967, 8-12=0/967, 3-15=x02/37, 9-11=-299139, 3-14= 33410, 9-12=-042/0, 6-16=0/127 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (7.0 pst) on member(s). 4-5,7-8,5-16,7-16; Wall dead load (5.0psf) on membels).4-14, 8-12 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFF SS NO -2567 M Exp. 12/31/07 X srR�CT13 �P ' �TF0 CA%-% � This signature has been applied electronically 06/30/2006 Job Truss Truss Type Oty PlyWOODWARD RESIDENCE WOODWARD AID ATTIC 1 1 2,500# COLLECTOR TRUSS " Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - 6.200 5 Jul 13 2005 MITek Industries, Inc. Thu Jun 2915:32:51 2006 Page 1 t -1-0,0 4-10-0 94-12 16-0-0 22-10-4 27-2-0 32-" 1-" 4-10-0 4-3-12 6-10-4 6-104 4-3-12 4-10-0 5x12 = Scale = 1:84.0 3x6 = 6 3x6 = 5 6 7 3x6 11 3x6 2x4 11 8x8 4 8 ' 8.00 12 3x6 c 3 ado 9 13-5-0 2 10 a V N d1 )4 0 0� 5x8 = 1.5 144x8 = 13 4x8 = 12 11 5x8 = 2x4 11 5x12.5 MT16= 4x8 =. 2x4 11 6x10 — 4x8 = 4x8 = 6x10 = 4x8 = 4-10-0 9-1-12 22-10-4 27-2-0 321-0 4-10-0 4-3-12 13-8-8 4-3-12 4-10-0 Plate Offsets X Y : 3:04-0 04-8 12:0-34 0-3-0 14:034 0-3-0 LOADING (psi) SPACING 14-0 CSI DEFL in (foe) I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.90 Vert(LL) -0.56 1244 >679 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.9012-14 >422 240 MT16 152/158 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 10 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 222 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 4-0-8 oc purlins. BOT CHORD 2 X 6 DF SS G *Except BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. 12-14 2 X 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s): 16 WEBS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=132810-", 10=1283/05 Max Horz 2=537(load case 5) Max Grav 2=1814(load case 5), 10=1797(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0119, 23=-297910, 3-4=-2608/0, 45=-1671/0, 55=01832, 6-7=0/837, 7-8=-166410, 8-9=-259910, 9-10=300010 BOT CHORD 2 -1S=0/1918,14 -15=0/1920,13 -14=0/1818,12-13=0/1819,11-12=012027,11-17=0/2027,10-17=0/2474 WEBS 5 -16=-224210,7-16=-2242/0,4-14--01953,8-12=01953,3-15---263/35, 9-11=-227137,3-14---339/0,9-12=-34810,6-16=0/126 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Ceiling dead load (7.0 psf) on member(s). 4-5,7.8,5-16,7-16; Wall dead load (5.0psf) on member(s).4-14, 8-12 5) Bottom chord live load (40.0 psn and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Load easels) 4, 5 hasihave been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 8) This truss has been designed for a total drag load of 2500 Ib. Connect truss to resist drag loads along bottom chord from 31-0-0 to 32-" for 2500.0 plf. LOADCASE(S) Standard Except: OFFESS 4) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 J N.e' C Uniform Loads (plf) Vert: 2-14-11,12-14=47,10-12=41, 1-2=-13,2-3=42,3-4=39,4-5=28, "=39,6-7=-65,7-8=-77,8-9=-65,9-10=-69,5-7=-9 h� Horz: 23=110, 3-6=117,6-9=117,9-10=110 Drag: 10-17=4500,4-14-7,842=4 W NO. 2587 M 5) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 0:m Uniform Loads (plf) EXP- 12/31/07 Vert: 244=-11, '12-14-77,10-12=41, 1-2=-13,23=-69,34=55,45=-77, 5-15=65,64=39,7-8=28,11-9=39, 9-10=42, 5-7=-9 Horz: 23=-110, 3-6=-117, 6.9=417, 9.10=410 sTR�CTV�P� Drag: 10-17=2500, 4-14=-7, 8-12=-7 �fl \� �rFOF CAl.1F��� THIS TRUSS IS DESIGNED TO TRANSFER 2,500 LBS FROM THE T.C. TO THE B.C. This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply RESIDENCE WOODWARD A1G ATTIC GABLE 1 1 �WOODWARD 1,000# COLLECTOR TRUSS Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - _ - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 27 08:00:07 2006 Page 1 -oto 9-1-12 16-0-0 22-104 32-0-0 33-O 1.0-0 9-1-12 6-104 6-10�4 9-1-12 1-0-0 5x8 - Scale = 1:85.9 THIS GABLE HAS BEEN CHECKED FOR A 20 PSF WIND LOAD PERPENDICULAR TO 6 TOP CHORD(S) CAN BE NOTCHED THE GABLE PLANE. 3x6 = 3x6 = BETWEEN JOINTS #2 & 10 FOR 4x2 OUTLOOKERS AT 24" O.C. AND STILL 5 7 BE ABLE TO TRANSFER THE LATERAL LOADS SHOWN BELOW. 5x6 �i 4 8 8.00 12 5x6 0 3 9 13-5-0 v 210 C%i o a� 6x10 = 24 23 22 21 20 193x4 II 18 3x4 11 17 16 15 14 13 12 6x10 = 5x6 = 3x4 11 5x8 = 3x4 11 3x4 11 3x4 II 5x6 9-1-12 22-104 32-0-0 9-1-12 13-8-8 9-1-12 Plate Offsets X Y : 2:0.0.6 Ede 6:0-4-0 Ede [9:0-".0-0-01, 10:0-0-0 Ed e LOADING (psf) SPACING 1-4-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.00 10 n/r 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vert(TL) 0.01 11 Nr 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 10 nla nla BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 5-9-0 oc purlins. BOT CHORD 2 X 6 DF SS G *Except' BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. 17-19 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Stud G OTHERS 2 X 4 DF Stud G REACTIONS. (lb/size) 2=1012/32 -0 -0,19=1541132-0-0,17=1541/32-0-0,10=1012132-0-0,12=595/32-0-0, 13=-273132-0-0,14=75132-0-0,15=59/32-0-0, 16=-270132-0-0, 24=595/32-0-0, 23=-273132-0-0,22=75132-0-0, 21=59/32-0-0,20=-270132-M Max Horz 2=5(load case 4) Max Grev 2=1225(Ioad case 5),19=1541(load case 1), 17=1541(load case 1), 10=1225(load case 4),12=595(load case 1), 14=75(load case 1),15=132(load case 2), 24=595(load case 1), 22=75(load case 1), 21=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0149, 2-3=-2028/0, 3d=-160410, 45=-1716/0, 5-6=-84110, 6-7=-04110, 7J3=-1716/0, 8-9=-1 6 0 410, 9-10=-202810, 10-11=0149 BOT CHORD 2.24=011494, 23-24=011410, 22-23=0/1368, 21-22=011326, 20.21=0/1284,19-20=0/1243,18-19=0/1205, 17-18=0/1200,16-17=0/1238 ,15-16=011280,14-15=011322, 13-14=011364,12-13=0/1405, 10-12=011489 WEBS 5-7=-432/0,4-19=-122510,8-17=-122510 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. FIFES 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Q S 6) Ceiling dead load (7.0 psf) on member(s). 4-5,7-8,5-7; Wall dead load (S.Opsf) on member(s).4-19, 8-17 J. 7) A plate rating reduction of 20% has been applied for the green lumber members. h 9) Load case(s) 4, 5 haslhave been modified. Building designer must review loads to verify that they are correct for the Intended use of W N0. Z567 R' this truss. C: M 10) This truss has been designed for a total drag load of 1000 Ib. Connect truss to resist drag loads along bottom chord from 0-1-12 to Exp. 12/31/07 ;lD 32-0-0 for 31.4 plf. * 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). slRUCTV�A� LOAD CASE(S) Standard �% �P 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 grFOF CA1.�F0�� Uniform Loads (plf) Vert: 2-10=-11, 1-2=-94(F=-59), 10-11=-94(F=59), 5-7=-9 Drag: 4-19=-7,8-17=-7 This signature has been Trapezoidal Loads (plf) Vert: 2= -94(F= -59) -to -a= -155(F=-121), 4= -167(F= -121) -to -5=-193(F=-147), 5=-18l (F= -147) -to -6=-202(F=-167), applied electronically 6= -202(F= -167) -to -7=-181(F=-147), 7= -193(F= -147) -to -8=-167(F=-121), 8= -155(F= -121)4o -10=-94(F=-59) 4) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 THIS TRUSS IS DESIGNED TO TRANSFER 06/30/2006 1,000 LBS FROM THE T.C. TO THE B.C. Continued on page 2 Job Truss Truss Type ]Qty Ply WOODWARD RESIDENCE WOODWARD AIG ATTIC GABLE 1 1 1,000# COLLECTOR TRUSS ' Job Reference (optional). ANDERSON TRUSS; Lathrop, CA 95330-9607, Paul Zehr - " - . - _ - 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 27 08:00:08 2006 Page 2. LOAD CASE(S) Standard Uniform Loads (plf) Vert: 2-19=-11, 18-19=-11;17-18=-10,10-17=-11,1-2=-72(F=59),10,11=-72(F=-59), 5-7=-9 Horz: 17-19=-1475, 23=46, 35=47, 5.6=51, 6.7=51, 7-9=47, 9-10=46 Drag: 2-19=31,10-17=31,4-19=-7, 8-17=-7 Trapezoldal Loads (plf) Vert: 2=51(F=59)-to3.=-84(F=-92), 3=-84(F=-92)-to-4=-113(F=-121), 4=-124(F=-121)-to5=-150(F=-147), 5=-141(F=-147)-to-6=-161(F=-167), 6=-199(F=-167)-to-7=-179(F=-147), 7=-192(F=-147)-to-8=-166(F=-121); 8=-155(F=-121)-t6-9=-126(F=-92), 9=-126(F=-92)-to-10=-94(F=59) 5) Regular-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Unlforrn Loads (plf) Vert: 2-19=-11, 1849=-10, 17.18=-11, 10-17=41, 1-2=-72(F=59), 10-11=-72(F=59), 5-7=.9 Horz: 17-19=1475, 23=-46, 35=47, 55=-51, 6-7=51, 7-9=d7, 9-10=-46 Drag: 2-19=31,10-17=31, 4-19=-7, 8-17=4 Trapezoidal Loads (plf) Vert: 2=-94(F=59)-to3=-126(F=-92), 3=-126(F=-92)-tori=-155(F=-121),,4=-166(F=-121)-to5=-192(F=-147), 5=-179(F=-147)-to-6=-199(F=-167), 6=-161(F=-167)-to-7=-141(F=-147), 7=-150(F=-147)-to-8=-124(F=-121), 8=-113(F=-121)-to-9=-84(F=-92),9=54(F=-92)-to-10=-51(F=-59) THIS TRUSS IS DESIGNED TO TRANSFER 1,000 LBS FROWTHE T.C. TO THE B.C: J. -aU12 m CF CAl1F This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty Ply WOODWARD RESIDENCE WOODWARD A2 ATTIC 1 T Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - -. 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Jun 2813:17:20 2006 Page 1 -1-0,0 4-10-0 9-1-12 16-" 22-10-4 27-2-0 32-0-0 r--1 1-" 4-10-0 4-3-12 6-10-4 6-10-4 4-3-12 4-10-0 5x12 = Scale = 1:84.0 3x6 = 6 3x6 = 5 6 7 2x4 11 2x4 11 2x4 1I 8x8 4 6 46 8.00 12 c 3x6 d 3 00 9 13-5-0 2 10 a 1 a �' t a Ia a a 6x8 = 15 144x8 = 13 4x8 = 12 11 6x8 = 2x4 116x10 — 5x12.5 MT16= 4x8 = 2x4 11 4x8 = 4x8 = 6x10 4x8 = 4-10-0 9-1-12 22-10-4 27-2-0 1 3211 4-10-0 4-3-12 13-8-8 4-3-12 4-10-0 Plate Offsets X Y : [3:0-4-0,0-4-81, [12:0-3-4,0-M], [14:0-3-4,0-3-0] LOADING (psf) SPACING 5-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 1.00 Vert(LL) .0.5312-14 >710 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.8612-14 >439 240 MT16 152/158 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.05 10 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 886 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD 2-0-0 oc purlins (6-0-0 max.) BOT CHORD 2 X 6 DF SS G *Except (Switched from sheeted: Spacing > 2-0-0). 12-14 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G JOINTS 1 Brace at Jqs): 6, 16 REACTIONS (Ib/size) 2=5084/05$, 10=5339/05-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0771, 2-3=-7919/0, 3-0=-775210, 4-5=5317/0, 55=0/2469, 6-7=0/2519, 7-8=.533310, 8-9=-787810, 9-10=5604/0 BOT CHORD 2-15=016504,14-15=016509,13-14=015585,12-13=015588, 11-12=0!7008, 10-1 l=0!7008 WEBS 5-16=5751/0, 7-16=-875110, 4-14=013678, 8-12=013676, 3-15=-1284156, 9-11=-971/225, 3-14=-142510, 9-12=-2048/0, 6-16=0/488 NOTES 1) 4-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 -1 row at 0.9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0.9-0 oc. Attach chords with 1/2 Inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (7.0 psf) on member(s). 4-5,7-8,5-16,7-16; Wall dead load (5.0psf) on membegs).4-14, 8-12 OFFESS 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 Np, N J 8) A plate rating reduction of 20% has been applied for the green lumber members. C h LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Uj No. 2587 m (plf) M Vert: 2-14=-40, 12-14=-290, 10-12=-00,1-0=-130, 45=-172, 5.6=-130, 5-7=J5 Exp. 12J31107 y Drag: 4-14=-25,8.12=-25 7� Trapezoidal Loads )} (plf) srR'cruaP�' Vert: 6=-130-to-7=-145, 7=-187-toy=-207, 8=-165-to-10=-210 s, \P �rFOF CA Of This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty Ply WOODWARD RESIDENCE WOODWARD A3 ATTIC 1 1 1,000# COLLECTOR TRUSS Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 27 09:19:20 2006 Paget 4-10-0 9-1-12 1 13-0- ..116-M,18-7-12, 22-10-4 , 27-2-0 i 32-0-0 33-0r0 4-10-0 4-3-12 4-2-8 2-7-12 2-7-12 4-2-8 4-3-12 4-10-0 1-" 5x12 = Scale = 1:85.4 3x8 5 3x8 -� 8.00F1_2 4 6 4x6 I f 4x6 I I 3x6 II 3 7 4x6 �i 8x8 0 2 m 8 5-0-0 v 1 9 v N _EEI 41I� 0 00 5x8 = 5x10 17 16 4x8 = 15 14 13 12 11 2x4 II 4x8 = 5x8 I I 5x8 = 4x8 = 4x6 = 2x4 II 4x8 = 5x16 4-10-0 i 9-1-12 13-4-4 18-7-12 1 22-10-4 27-2-0 i 32-01 4-10-0 4-3-12 4-2-8 5-3-8 4-2-8 4-3-12 4-10-0 Plate Offsets MY): : 8:0-0-0 0-0.8 9:0-10-2 Ede [13:0-2-4.0-2-01, [15:0-5-12,0-2-81, [16:0-2-4.0-2-0] LOADING (psf) SPACING 5-M CSI DEFL In (loc) Ildefl Lld PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.14 1243 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.29 12-13 >772 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.05 9 nla nla BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 260 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD 2-0-0 oc purlins (3-1-13 max.) BOT CHORD 2 X 6 DF SS G 'Except (Switched from sheeted: Spacing > 2-M). 13-16 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 Stud G *Except* 4-5-7 oc bracing: 1546 4-6 2 X 6 DF No.2 G 4-6-14 oc bracing: 13-15. WEBS 1 Row at micipt 4-15,7-13 JOINTS 1 Brace at Jt(s): 5, 18 REACTIONS (Ib/size) 9=3156105-8,1=1396/175-0,15=1300117.6-0, 17=2141117-0-0, 16=415117-6-0 Max Horz 1=-7(load case 12) Max Grav 9=3434(load case 11), 1=1407(load case 12), 15=1734(load case 10),17=2141(load case 1),16=507(load case 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2247/0, 23=-313110, 3d=-346710, 45=-986/0, 5.6=-74310, 6-7=3556/0, 7-8=-4402/0, 8-9=512310, 9-10=0111 BOT CHORD 1-17=011785,16-17=0/1576,15-16=0/2469,14-15=012890,14-19=0/3055,13-19=0/3060,12-13=0/3693,11-12=0/4029,9.11=0/4030 WEBS 4-118=212510,648=212510, 4-15=-1231603,6.i3=011103,2-17=-175610,3-15=01872, 3-16=-140710, 2-16=0/1066,7-13=-113510, 7-12=01809,8-11=01365,8-12=-464/0, 5-18=01449 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Ceiling dead load (7.0 psf) on member(s). 4-18,6-18; Wall dead load (5.0psf) on membegs).4-15, 6-13 4) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Load case(s) 4, 5 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. OFFS$ 7) This has been designed for drag Connect truss a total load of 1000 Ib. truss to resist drag loads along bottom chord from 0-0-0 to 17-6-0 for 57.1 plf. N� J 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard i) Regular: Lumber lncrease=1.25,Plate lncrease=1.25 THIS TRUSS IS DESIGNED TO TRANSFER w No. 2587 R1 NO. IQ 0: UnifarmVerttl13Loas ,14=-290,9-13=-40,5-10=-130,4-6=35 1,000 LBS FROM THE T.C. TO THE B.C. 12/31/07 Drag: 445=45, 6-13=-25 Trapezoidal Loads (plf) sIRVCTURP� Vert: i=-40-to-15=-62(F=-22),15=-312(F=-22)-to-14---316(F=-26), 1=-130-to-5=-216(F=-86) � 4) Regular-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 �P Uniform Loads (plf) qTF OF CA1.�F0�� Vert: 14-19=-287, 1349=-290, 943=d0, 5.8=-71, 8-9=-72, 9-10=-50, 4.6=35 Horz: 15.16=4025, '14-15=4704,14-19=4037,14=46, 25=47, 5-8=47, 8-9=44 Drag: 1-16=57,445=45,13-13=25 This signature has been Trapezoidal Loads (pif) Vert: 1=40-to-16=55(F=45), 16=58(F=-15)-to-15=-65(F=-22), 15=-310(F=-22)-to-14=314(F=-26), 1=-29-to-2=-55(F=-26), applied electronically 2= 55 (F=-26) -to-5=-115 (F=-86 ) 5) Regular-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 06/30/2006 Continued on page 2 Job Truss Truss Type Pty. Ply WOODWARD RESIDENCE WOODWARD A3 ATTIC 1 1 1,000# COLLECTOR TRUSS Job Reference (optional) - ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - - 6.200 s Jul 13 2005 MiTek Industries, Inc..Tue Jun 27 09:19:20 2006 Page 2. LOAD CASE(S) Standard Uniform Loads (pif) Vert:.14-19=-294,13-19=-290, 9=13=40, 5-8=-29, 8-9=-28, 9-10=-50, 4-6=35 Horz: 15-16=1025,1415=1704,14-19=1037, 1-2=-46, 2.5=-47, 5-8=-47, 8-9=-04 Drag: 1-16=57,4-15=-25, 6-13=-25 Trapezoidal Loads (pif) Vert: 1=40 -to -16=55(F=-15), 16= -52(F= -15) -to -15=59(F=-22), 15= -314(F= -22) -to -14=318(F=-26), 1= -71 -to -2=-97(F=-26), 2= -97(F= -26) -toy= -157(F=-86) THIS TRUSS IS DESIGNED TO TRANSFER 1,000 LBS FROM THE T.C. TO THE B.C. Q OFFESS UJ No. 2567 m Exp. 12/31/07 44 CTURP � \P F OF CAl1F� This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty PlyWOODWARD RESIDENCE WOODWARD A4 MONO TRUSS 1 1 - Job Reference o tional - - ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s Jul 13 2005 MiTek Industrfes, Inc. Tue Jun 27 06:39:64 2006 Pagel 14-11-8 159 1-M 7-9-0 7-2-8 2X411112 , Scale: 3/16"=1' 5 4 8x8 to 8.00 12 3 ' X12 0 4x6 = 7 6 2x4 11 3x6 _ 7-9-0 14-11-8 7-9-0 7-2-8 Plate Offsets X Y : [2:0-0-0.0-0-21,[3:044,04-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udell L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.06 6-7 >999 360 MT20 220/195 TCDL. 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) '0.01 6 We n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-6,3-6 REACTIONS (Ib/size) 6=554/05.8, 2=560/05.8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125,2-3=-57310,34---124159,4-5=-3210 BOT CHORD 2-7=0/411, 6-7=0/411 WEBS 4 -6= -20l10,3 -7=0/307,3-6=-5`I5/0 NOTES 1) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS J. N4l LU No. 2567 M a: Exp. 12/31/07 sr sl R 'CT%J �P OF CANE This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply RESIDENCEWOODWARD A4D MONO TRUSS 1 1COLLECTOR �=WARD TRUSS Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 27 06:49:27.2006 Page 1, X1,0-0 7-9-0 .. 14-11-8 15 11,4 1-0-0 7-9-0 7-2-8 3zd11112 Scale: 3/16"=1' 5 4 8x8 8.00 12. 3 v 2 0 6x10 = 6 7 3x6 11 5x6 = 7-9-0 14-11-8 7-9-0 7-2-8 Plate Offsets X Y : [3:0-",0-4-0] LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.00 5 n/r 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.01 4-5 n/r 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.02 7 We We BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 97 lb LUMBER BRACING ' TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 3.11-11 oc purlins. BOT CHORD 2 X 4 OF No.18,Btr G BOT CHORD Rigid calling directly applied or 3-6-0 oc bracing. WEBS 2 X 4 OF Stud G WEBS 1 Row at mldpt 4-6,3-6 WEDGE Left: 2 X 4 DF Stud REACTIONS (Iblslze) 6=303114-11-8,2=319/14-11-8,7=496/14-11-8 Max Uplift6=-734(load case 4), 2=-2102(load case 3), 7=-1357(load case 3) Max Grav 6=1020(load case 3), 2=2409(load case 4), 7=1916(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0124,2-3=-376913640,3-4---2596i2498,4-5---32/0 BOT CHORD 2-7=-325413322,6-7=-9271996 WEBS 4-6=-198/0,3-7=-1774/1498,3-6=.1501/1414 NOTES 1) Gable requires continuous bottom chord bearing. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 734 lb uplift atjoint 6, 2102 Ib uplift at joint 2 and 1357 Ib uplift atjoint 7. 5) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 6) This truss has been designed for a total drag load of 4500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1441.8 for 300.8 aFFESs plf. Q LOAD CASE(S) Standard N J. 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=52, 2.6=-16 M W m NO. 2587 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Exp. 12/31/07 Vert: 1-2=-20, 23=186, 3-0=181, 4-5=-20, 2-6=-16 Horz: 2-3=439,341=45i �% V Drag: 2-6=-301 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 �% RECTO �P Uniform �r� OF � Vert:Loads 2=120, 23=-226, 3-0=-221, 45=-20, 2-6=-1 6 CALL Horz: 2-3=-039, 3.4=451 Drag: 2-6=301 This signature has been THIS TRUSS IS DESIGNED TO TRANSFER applied electronically 4,500 LBS FROM THE T.C. TO THE B.C. PROVIDE ANCHORAGE FOR UPLIFT AS 06/30/2006 SHOWN IN NOTE #4 ABOVE. Job Truss Truss Type Qty Ply WOODWARD RESIDENCE WOODWARD AS MONO TRUSS 1 1 Job Reference (optional), -ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - . 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 27 09:52:57 2006 Page 1 7-94 14-2-8 15 114 7-94 6-5-4 1-8-12 8.00 12 . . 2x4'11 3 Scale= 1:59.4 - 2 4x6 i 1 di 5 4 2x4 11 4x4 = 7-9-4 14-2-8 7-9-4 6-5-4 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Ildefi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.07 45 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.12 4-5 >616 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 4 nla n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 61. lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at mldpt 24 REACTIONS (Ib/size) 5=194103-8,4=321110-M FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/97,2-3=-54/0 BOT CHORD 45=0/0 WEBS 2-4=272/0,1-5=44510, 14=010 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. X U NO -12567 M Exp. 12/31/07 sl SIROCTU�P� �P OF MIT- This signature has been applied electronically 06/30/2006 Job Truss Truss Type city Ply RESIDENCE WOODWARD A6 STEP COMMON 1 1 IWOODWARD . - Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul zehr 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 27 10:48:24.2006 Page .1. 17-11-4 9-" 14-0-12 16-0-0 22-2-12 32-0-0: 9-0-0 5-0-12 1-11-4 4-3-8 9-9-4 Scale: 1/8"=1' 5A14-4 8.00 12 2x4 11 3 2x4 11 2 4 4x6 11 4x6 11 5 1 4 a 6 = 6 = .. 11 10 7 6 4x4 = 2x4 11 2x4 11 4x4 = 9-0-0 14-2-8 17-9-8 22-2-12 32-0-0 9-" 5-2-8 3-7-0 4-5-4 9-9-4 Plate Offsets X Y : '[8:0-2-4.0-3-01, [9:0-2.4 03-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.03 10.11 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.0510-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 7 n/a nia BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 141 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-" oc purflns. 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 Stud G WEBS 1 Row at midpt 2-10,4-7 REACTIONS (Ib/size) 7=644103.8, 11=231/0.3.8 Max Grav 7=644(load case 1), 11=256(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-169114,2-3=-16810,3-4=01107,4-5=0/171 BOT CHORD 10-11=0/3,8-9=-31/21,6-7=-2i10 WEBS 1-11=-21510, 9-11=-010,1-9=01109, 3.9=01287, 38=30410, 5-8=-9510, 6.8=0/29, 5.6=0/59, 9-10=0189, 2-9=-239/0, 75=-61110, 45=-223/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS � No.2567 m Exp. 12/31/07 d� �rRUCTURP� �Q �rF OF CAUF This signature has been applied electronically 06/30/2006 Job Truss Truss Type pty, PlyWOODWARD RESIDENCE WOODWARD A7 STEP COMMON 1 1 Job Reference (optional), ' ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - - - " - 6.200 s Jul 13 2005-MiTek Industries, Inc. Tue"Jun 27 10:42:12 2006 Page] 17-1111 4-2-0 9-1-12: 14-0-12 26-" " 20-2-12 32-" 4-2-0 4-11-12 4-11-0 1-11-4 23-8 11-9.4 Scale: 1/8"=I' 511-4 .2x4 I I 2x4 11 8.00 12 4 4x6 11 . 3 5 3x6 i 6 2 4x6 1 � 00 0 0 6 = 6 13 12 11 8 7 2x4 11 3x8 = 2x4 11 2x4 11 4x6 11 4-2-0 9-1-12 14-2-8 17-9-8.20-2-1$ 32-0-0 4-2-0 4-11-12 5-0-12 3-7-0 2-54 11-9-4 Plate Offsets X Y : [9:0 -2 -8.0 -MI, [10:0-2-403-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.03 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.01 8 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: WEBS 2 X 4 OF Stud G 6-0-0 oc bracing: 7-8. WEBS 1 Row at midpt 3-11,5-8 REACTIONS (Ib/size) 13=451/0-3-8,8=617/0-3-8 Max Grav 13=452(load case 3), 8=617(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34310,2-3=-35410,34--.299/0,4-5---21/43,5-6=-6/55 BOT CHORD 12-13=0/0,11-12=013,9-10=0/99,7-8=-20/0 WEBS 2-12=-27510,10-12=0/329, 2-10=3310, 4-10=01462, 4-9=-40410, 6-9=-2515, 7-9=0143, 6-7=-2119, 10-11=0167, 3-10=-16310, 8-9=80010, 5-9=-133/0,1-13=-423/0, 1-12=01297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS UJI Nd. 2567 R1 Exp.12/31/07 11C �lq tNR�CNR OF CA��F This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty WOODWARD All COMMON jPIY1WOODWARDRESIDENCE Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2915:45:04 2006 Page 1 a 0 p 7-9-0, 16-0-0 . 118-1-0, 32-M 1-" 7-9-0 8-3-0 2-1-0 13-11-0 5x8 = Scale = 1:77.0 4 4x6 11 5 8x8 i 8.00 F12 3 M O ch v 2 �1 o. 4x6 = 8 7 6 2x4 11 2x4 11 4x8 = 7-9-0 16-0-0 18-1-0; 32-" i 74-0 8-3-0 2-1-0 13-11-0 Plate Offsets X Y : [2:0-",0-0-2], [3:0-4-0,0-4-81, [4:0-0-0.0-0-01, r5:0-0-0.0-0-0], [7:0.0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 7-8 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.13 7.8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.01 6 n/a nla BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at mldpt 4-7,3-7,5-6 4-7 2 X 4 DF No.1&BtrG REACTIONS (Ib/size) 2=666/03.8, 6=603/03-8 FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD i-2=0/25,2-3=-769/0,34---27210,4-5=-11010 BOT CHORD 2-8=01574,7-8=01574,6-7=010 WEBS 3-8=0/308,4-7=-193/8,3-7=-541/0,5-6=-61610,5.7=0/602 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q OFFESS�N Uj NO.2567 m Exp. 12/31/07 7° �C �r �IRVCTO �P �rFOF CAl1F��� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty PlyWOOOWARD RESIDENCE WOODWARD A9 COMMON 1 1 Job Reference (optional)- ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2915:45:57 2006 Page 1 a-0,0 7-9-0 16-0-0• 17-11.4 20-10-4.1 . 32-M 1-0-0 7-9-0 8-3-0• 1-11-4 2-11-0 11-1-12 5x8 _ Scale= 1:77.0 4 4x6 5 3x411 8x8 i 6 8.00 12 3 d 0o v 2 o 4x6:= 10 9 8 7 2x4 11 6x8 = 3x4 II 2x4 11 7-9-0 16-0-0 17-114 20-104 , 32-" 7-9-0 8-3-0 1-114 2-11-0 11-1-12 Plate Offsets X Y : [2:0-0-0,0-0-2]. 3:04-0 0-4-8 9:0-4-0Ed e LOADING (psf) SPACING 2-" CSI DEFL In (loc) Udell L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 9-10 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.13 9-10 >999 240 ' BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 8 n/a nla BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 155 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at midpt 4-9,3-9,5-8 4-9 2 X 4 DF No.1 &Btr G REACTIONS (ib/size) 2=652104-8,8=806/0-3-8 Max Grev 2=655(load case 3), 8=806(load case 1) FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125, 23=-75010, 3.4=-252/0, 45=-137/0, 5.6=-0176 BOT CHORD 2-10=01559, 9.10=0/559, 8-9=0/0, 7-8=010 WEBS 3-10=01310, 4-9=-142160, 3-9=545/0, 5-9=0/515,5-8=71110,13-7=41/23 NOTES 1) Unbalanced roof live loads have been considered forthls design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS N J. 140.2567 M cr. Exp- 12/31/07 �rgTIRUCT URP; FOF CAL%f This signature has been applied electronically 06/30/2006 Job Truss Truss Type atY Ply - RESIDENCE WOODWARD A10, COMMON 1 1 IWOODWARD Job Reference o-tlonal - ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - _ . - - 6.200 s Jul 13 2005 MI7ek Industrles, Inc. Tue Jun 2712:40:54 2006 Page 1 11-9-8 16-0-0 17-111 _ 22-3-12 32-M 11-94 4-2-8 1711-4 44-8 9-8-4 5x8_ = Scale = 1:73.1 8.00 12 2 2x4 6x10 = 3 1 4x6 11 4 CL 3x6 — Lk— so. o' 3x6 = 9 8 7 6 5 2x4 11 3x8 = 2x4 II 11-9-8 17-11:1 22-3-12 32-" 11-9-8 6-1-12 44-8 9-811 Plate Offsets X Y :. 1:Ed a 0-1-02:0.4-0Ed e LOADING (psf) SPACING • 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.03 6.7 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 1-7,3-6 OTHERS 2 X 4 DF Stud G REACTIONS (lb/size) 5=251/Mechanical, 6=1 5110-3.8, 9=2861Mechanical Max Grav 5=251 (load case 1), 6=249(load case 4), 9=286(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12310,2-3=-13710,3-4--.112140 BOT CHORD 7-8=010,6-7=410,5-6=010 WEBS 4-6=01124,7-9=0/92,1-9=-245/0,3-6=-254/0,4-5=-23010,1-6=01122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q' OFFE8S h NO. 2587 17t W N � m Exp. 12/31/07 ��gTrR�CTURP F OF CALW This signature has been applied electronically 06/30/2006 Job Truss ' Qty PlyWOODWARD RESIDENCE WOODWARD A11 �Tnjss,Type COMMON 1 1 - Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330-9607; Paul Zehr : - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jun 2712:45:46 2006 Pagel 11-9 8 16-M 17-11:j .. 243.12 32-0-0 11-9-8 4-2-8 1-114 64-8 7-84 5x8 — Scale = 1:73.1 8.00 F12 2 .. 2x4 11 6x10 = 3 1 4x6 11 • 4 3x6ob to 00 ui 3x6 = 9 8 7 6 5 2x4 11 3x8 = 2x4 11 11-9-8 17-114 24-3-12 32-M 11-9-8 6-1-12 .64-8. 7-8-4 Plate Offsets (X,Y): 1:Ed a 0-1d 2:0.4.0 Ed e LOADING (psf) SPACING 2-" CSI DEFL In (loc) I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.03 5-6 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.06 5.6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 1131b LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 6-M oc bracing: WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 1-7,3-6 OTHERS 2 X 4 DF Stud G REACTIONS (Ib/size) 5=244/Mechanical, 6=33810-3-8, 9=241tMechanical Max Grav 5=244(load case 1), 6=438(load case 4), 9=275(load case 3) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=-1 1 911 8, 2 3=-1 3110, 3-0=-114/101 BOT CHORD 7-8=0/0,6-7=-4/0,5-6=010 WEBS 4-6=0/86,7-9=0185,1-9=-23710,3-6=-337/0,4-5=-20610,1-6=01119 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFFSS N J. N'4l UJ No.2567 m Exp. 12/31/07 X c�lgTr%CNFzP�" FOF CAOS This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty PlyWOODWARD RESIDENCE WOODWARD Al2 STEP COMMON 1 1 Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 2713:50:32 2006 Page 1. 11-9-8- 16-0-0. + 21-10.0 - 26-3-12. 3 11-9-8 4-2-8 5-10-0 4-5.12 5-84 5x8 = Scale =1:83.4 8.00 12 . 2 4x6 11 3x6 3 5x6 = LA 4 4 � Id 11 10 8 7 2x4 11 9 6 5 3x8 = 2x4 11 4x6 2x4 11 6x8 2x4 11 r 11-9-8 160-0 17-5-8 21-10-0 263-12 32-0.0 11-9-8 4-2-8 1-5-8 44-8 4-5.12 5-8-4 Plate Offsets X Y :. [7:0-5-12,0-3-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.01 6-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 Stud G WEBS 1 Row at midpt 2-10,3-10 REACTIONS (Ib/size) 11=48410-3-8.5=484/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=221/0,2-3=276/0,3-4=364/0 BOT CHORD 6-9=0/0, 5-6=0/3,10-11=-0/0, 8-10=0/276, 7-0=01276 WEBS 2-10=76/62,6-7=01193,3-7=-100/47, 3-10=179/0,4-5=-457/0,5-7=3/0,4-7=01335,8-9-0/56, 1-11=-459/0,1-10=0/322 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q FF S g W NO -2r&7 M Exp. 12/31/07 �D �tgrrRIJCTVJ E OF CALW This signature has been applied electronically 06/30/2006 Job ITruss Qty Ply WOODWARD RESIDENCE WOODWARD A13 ITrussType STEP COMMON 1 1 lJobReference - o Uonal ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 27.13:49:08 2006 Page 1 11-9-8 r .16-0-0 21-10-0 .. .28-3-12 32-0-0 , 11-9-8 4-2-8 5-10-0 6-5.12 3-8-4 8.00 12 5x8 — — Scale = 1:90.1 2 4x6 1 3x6 3. 5x6 4 Ico. d I 1A I 11 .10 8 7 2x4 II 3x8 = 9 6 5 2x4 11 4x8 2x4 11 6x8 2x4 11 11-9-8 16-0-0 19-5-8 z1-10-9 28-3-12 32-0-0 , 11-9-8 4-2-8 3-5-8 2-4-8 6-5-12 3-8-4 Plate Offsets MY): : :0-5-12 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.04 5-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 _ Vert(TL) -0.08 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 142 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 Stud G WEBS 1 Row at midpt 2-10,3-10 REACTIONS (Ib/size) 11=552/0-3-8,5=552/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=25510,2-3--3`16/0,34--54210 BOT CHORD 6-9=0/0,5-6=0/3,10-11=-0/0,8-10=01406,7-8=01406 WEBS 2-10=-21/99, 6-7=0/243, 3-7=0/166, 3-10=323/0, 4-5=510/0, 5-7=-3/0, 4-7=01419, 8-9=-26/0, 1-11=-527/0, 1-10=0/374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESg J. No. 2567 R' EXp.12/31107 �V 1k 'CTVJ �P RTFOF CALW This signature has been applied electronically 06/30/2006 Job Truss Truss Type city. PlyWOODWARD RESIDENCE YIIOODWARD A14 STEP COMMON 1 1 Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr .. 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 2714:04:02.2006 Pagel 11 9-8 16-0-0 22-10-0 26-6-0 1 30-3-12 32-0-4 11-9-8 4-2-8 6.10-0. 3-8-0 3-9-12 1-8-4 8.00 F12 5x8 — Scale = 1:90.1 2 4x6 11 1 3x6 3 3x6 4 5x6 5 m h �a 13 12 10 9 2x4 11 3x8 = 11 8 7 6 2x4 11 3x8 = 2x4 11 2x4 11 6x8 = 2x4 11 11-9-8 16-0-0 21-5-8 22-10r0 26-6-0 30-3-12 $2-04 11-9-8 4-2-8 5-5-8 14-8 3-8-0 3-9-12 1-8-4 Plate Offsets MY): : 9:0-5-12 0-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.04 10-12 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.08 10-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 6 n1a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 150 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud G WEBS 1 Row at midpt 2-12.3-12 REACTIONS (lb/size) 6=620/0-3-8,13=620/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=290/0,2-3=364/0,3-4--70110,4-5=-623/0 BOT CHORD 8-11=0/0,7-8=0/9,6-7=0/0,12-13=-0/0,10-12=0/557,9-10=0/557 WEBS 2-12=-34/116,8-9=0/192, 3-9=0/277,3-12=-427/0,5-6---594/0,7-9=01497,4-9=0/85, 10-11=-6210,1-13=-600/0,1-12=0/449,4-7=-26110,5-7=0/520 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q OFFESg L NO.2567 Rt Exp. 12/31/07 X srR'CTIJ �P �lF CF CAl1F0�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Oty. PIY WOODWARD RESIDENCE WOODWARD A15 COMMON 11. 1 - - Job Reference o tonal ANDERSONTRUSS, Lathrop, CA 95330.9607, Paul Zehr - - - 6.200 s Jul 13 2005 0Industries, Inc. Tue Jun 2715:01:56 2006 Page 1 10,3-8 14 6 Q 21-6-0 : 29-0-0 10-3-8 4-2-8' 7-0-0 7-6-0 :5x6 = Scale =1:65.0 8.00 12 2 4x6 'I 1 3x6 3 LA 4 V I� o 7 g 5 r 4x6 = 2x4 11 3x8 = 2x4 11 10-3-8 14.6-0 21-6-0 29-0-0 . 10-3-8 4-2-8 7-0-0 7-6-0 Plate Offsets X Y : [4:0-0-0.0-0-21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.04 4-5 >999 360 MT20, 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.09 4.5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horc(TL) 0.01 4 nla n/a BCDL 8.0 Code' UBC97/ANSI95 (Matrix) Weight: 126 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing., WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 2-6,3-6,1-7 REACTIONS (Ib/size) 7=626/0-3-8,4--626/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-29410,2-3=37710,3-4=-810/0,1-7=-601/0 BOT CHORD 6-7=014,5-6"-0/609,4-5=0/609 WEBS 2-0=7/133, 3-5=01279, 3-6=-087/0,1-0=0/439 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS N J. � No. 2587 m Exp. 12/31/07 �r �IROCTURP� \P �rFOF CAl1F��� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Ory PlyWOODWARDRESIDENCE WOODWARD A16D COMMON 1 1 8,700#COLLECTOR TRUSS - Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2915:58:21 2006 Page 1 11-9-8 16.0-0 243-0 32-0-0 11-9-8 4-2-8 8-3-0 7-9-0 5x8 = Scale = 1:72.3 8.00 12 2 5x8 11 1 6x8 11 3 01 4 v IS 0 7 6 5 8x10 — 3x8 11 6x10 = 3x8 11 11-9-8 16-0-0 243-0 32-0-0 11-9-8 4-2-8 8-3-0 7-9-0 Plate Offsets MY): : 4:0-1-11 Ede 6:0-5-0Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.06 5.6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC .0.72 Vert(TL) -0.10 3-6 >987 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.03 4 nla n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 138 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 2-11-2 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 2-8-4 oc bracing. WEBS 2 X 4 DF Stud G "Except WEBS 1 Row at midpt 2-6,3-5 2-0 2 X 4 DF No.1&Btr G 2 Rows at 113 pts 3-6,1-7,1-6 WEDGE Right: 2 X 6 DF No.2 REACTIONS (Ib/size) 7=97/0-3-8,4--262/16-0-0,6=478/16-U, 5=527116-" Max Horz 7=63(load case 3) Max Uplift7=2127(load case 3), 4=-3795(load case 4), 6=710(load case 3), 5=-2409(load case 4) Max Grav 7=2220(load case 4), 4=4057(load case 3), 6=1217(load case 4), 5=2991(load case 3) THIS TRUSS IS DESIGNED TO TRANSFER FORCES(Ib)- Maximum Compression/Maximum Tension TOPCHORD 4 8 575670 8,700 LBS FROM THE T.C. TO THE B.C. BOTCHORD 6 -7=-031631-2--109111150,2-3=5443/5334,34---659816470 5-0=2944/30 45=-5 WEBS 2-0=1363/1105,3-5=2849/2550,3-6=2537/2462,1-7=-2204/2143,1-6i 1810/1824 PROVIDE ANCHORAGE FOR UPLIFT AS NOTES SHOWN IN NOTE #4 BELOW. 1) This truss has been checked for uniform roof live load only, except as noted. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2127 Ib uplift at joint 7, 3795 Ib uplift at joint 4, 710 Ib uplift at joint 6 and 2409 Ib uplift at joint 5. 5) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a total drag load of 8700 Ib. Connect truss to resist drag loads along bottom chord from 42-8 t( OFFFSS 20-2-8 for 543.8 plf. LOAD CASE(S) Standard �� 2 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-7=-16,1-2=-52,24---52 UJ NO. 2587 m 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 EXP. 12/31/07 M Uniform Loads (pif) Vert: 47=-16,1-2=267, 2-3=-307, 3-0=-315 Horz: 1-2=646, 2-3=646, 3-0=628 Drag: 4-6=-544 sr RVCTURP �P 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 F Uniform Loads (plf) OF CA\ Vert: 4-7=-16,1-2=-307, 2-3=267, 3.4=275 Horz: 1-2=-646, 2-3=-646, 3-0=-628 This has been Drag: 46=544 signature applied electronically 06/30/2006 Job Truss Truss Type Qty Ply RESIDENCE WOODWARD A16 COMMON 1 ]WOODWARD 1 Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr ' -_ - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2915:57:54 2006 Page 1 11-9-fS 16-0-0 24-3-0.. 32-0-0 $3-Oi0 11-9-8 4-2-8 8-3-0 7-9-0 1-0-0 - 5x8 — Scale= 1:73.1 8.00 F12 2 4x6 11 1 8x8 3 4 v 5IS 0 8 7 6 4x6 2x4 11 6x8 = 2x4 11 11-9-8 .16-0-0 24-3-0 32-0-0 11-9-8 4-2-8 8-3-0 7-9-0 Plate Offsets MY): : 3:0-0-0 011-8 [4:0-0-0,0-0-21, :0-4-Ofd e LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.13 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.01 4 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 1391b LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud G `Except WEBS 1 Row at midpt 2-7,3-7 2-7 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 8=67510-3-8,4--73810-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=29110,2-3--40010,34--493/0,4-5=0/25 BOT CHORD 7-8=-0/0,6-7=01675,4-6=01676 WEBS 2-7=56/116,3-6=0/308,3-7=-537/0,1-8=-65910,1-7=0/508 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS J. �� 4. C ti LU No. 2567 m Exp. 12/31/07 �rq R 'CT%3 o���P OF CXV%% This signature has been applied electronically 06/30/2006 Job Truss Truss Type City Ply WOODWARD RESIDENCE WOODWARD A17 COMMON 1 1 Job Reference o tional ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - 6200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2916:00:07 2006 Page 1 0-8 7-9-0 16-0-0 •24-3-0 32-6-0 Oi0 0-3-8 7-5-8 8 3-0 8-3-0 7-9-0 1-0-0 5x8 = Scale =1:73.1 3 8.00 12 3x6 8x8 -� 2 4 1 v 5 v 6 Io 6x8 11 4x6 9 8 2x4 11 6x8 = 2x4 11 0*-8 7-9-0 16-0-0 24.3-0 32-0-0 0-3-8 7-5-8 8-3-0 8-3-0 7-9-0 Plate Offsets X Y : 1:Ed a 0-1-9 4:0.4 0 0.4-8 5:0-0-00-0-2 8:0-4-0Ed e LOADING (psf) SPACING 2-0-0. CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 8-9 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.15 8-9 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.35 Horz(TL) 0.05 5. nla n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) - Weight: 183 lb LUMBER. BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G "Except WEBS 1 Row at midpt 2-8,4-8- $,4-8- 3-8 3-8 2 X 4 DF No.1 &Btr G WEDGE Left: 2 X 4 OF Stud REACTIONS (Ib/size) 1=1067/0-3-8,5=1129/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1547/0,2-3=1092/0,34--1092/0,4-5=-156710,5-6--0/25 BOT CHORD 1-9--011198,8-9=011198,7-8=0/1226,5-7=0/1226 WEBS 2-9=0/292, 3-8=01728, 4-7=01296, 2.8=486/0, 4.8=-51610 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20 % has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS LU N0.2587 m Exp. 12/31/07 �IRUCTIIRP� �P qrF OF CALF This signature has been. applied electronically 06/30/2006 Job Truss Truss Type qty Ply RESIDENCE WOODWARD A18 COMMON 1IWOODWARD Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2916:08:05 2006 Page 1 14 7-9.0 16-0-0 243-0 32.0-0. $3-0i0 1-0-0 7-9-0 8-3-0 8-3-0 7-9-0 1-0-0 Scale = 1:72.6 5x8 = 4 8x8 �i 8x8 8.00 12 3 5. �1 2 6 714 0 0 4x6 = 10 9 8 4X6 = 2x4 I I 6x8 = 2x4 II 7-9-0 16.0.0 24-3-0 32-0-0 7-9-0 8-3-0 8-3-0 7-9.0 Plate Offsets KY : 2:0-M 0-0-2 3:0-0-0 0-0-8 5:04-0 0-4-8 6:0-0-0 0-0-2 9:04.0 Ed e LOADING (psf) SPACING 2-U CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.15 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.05 6 n/a nla BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-U oc bracing. WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at midpt 3-9,5-9 4-9 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 2=1138/0-3-8,6--113810-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=1 5 8 210, 3-4=-110810, 4-5=-110810, 5-6=-1582/0, 6-7=0/25 BOT CHORD 2-10=011239,9-10=0/1238,8-9=0/1238,6-8=0/1239 WEBS 3-10=0/296, 4-9=01744, 5-8=0/296, 3-9=-51610, 5-9=-51610 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESg L" NO -2567 m Exp. 12/31/07 NO `rl srR 'CTIJ �P �rFOF CA1.%E This signature has been applied electronically 06/30/2006 Job Truss Truss Type Oty Ply RESIDENCE WOODWARD A18D COMMON 1 1 IWOODWARD 4,500# COLLECTOR TRUSS _ Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2916:10:56 2006 Page 1 1-0-P 7-9.0 . 160-0 24-3-0 32-0-0 - 3,3-o 0 1-0-0 7 9 0 8-3-.0 8-3-0 7-9-0 . 1-0=0 5x8 = Scale = 1:72.6 4 8x8 8x8 8.00 12 3 5 a12 g v 7 1 I1? ab<XYXd 5x6 = 10 9 8 5x6 3x10 II 2x4 11 6x8 = 2x4 II 3x10 II 7-9-0 160-0 243-0 32-0-0 7-9-0 . 8-3-0 8-3-0 7-9-0 Plate Offsets X Y : r2:0-0-13,0-0-11, 2:0-0-2 Ede r3:04-0,04-81, r5:0-",04-81, 0.4-8 6:0-0-2 Ede 6:0-0-13 0-0-1 9:0-0 0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase . 1.25 TC 0.38 Vert(LL) 0.06 9-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.12 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.07 8 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 187 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at midpt 3-9 4-9 2 X 4 OF No.1 & Btr G WEDGE Left: 2 X 4 DF Stud, Right: 2 X 4 OF Stud THIS TRUSS IS DESIGNED TO TRANSFER 4,500 LBS FROM THE T.C. TO THE B.C. REACTIONS (Ib/size) 2=87010-5-8,8=1125/15-0-0,6=281115-U Max Horz 2=32(load case 3) - PROVIDE ANCHORAGE FOR UPLIFT AS l Max ftoad case 4) MaxGrav2=1977(loadcase4), 8=1125(loadcase1),6=1692(loadcase3) SHOWN IN NOTE #4 BELOW. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=308011944, 3.4=-1677/1055, 4-5=1727/1102, 5-6=2651/2602, 6-7=0/14 BOT CHORD 2-10=1743/2632, 9-10=1744/2632, 9-11=2222/2228, 8-11=-295/300, 6$=227412277 WEBS 3-10=0/297,4-9=01294,5-8=-978/0,3-9=50310,5-9=0/466 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1081 Ib uplift at joint 2 and 1430 Ib uplift at joint 6. 5) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended t this truss. OFFESS 6) This truss has been designed for a total drag load of 4500 Ib. Connect truss to resist drag loads along bottom chord from 17-0. 32-0-0 for 300.0 plf. ~� LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) LU No. fit Vert: 2-6=16,14--52, 4-7=52 I m Exp. 12/31/07 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 2-6=-16, 1-2=-20, 2-3=79, 3-4--74,4-5=i14, 5.6=-116, 6-7=-20 Horz: 2-3=199, 34=211, 4-5=211, 5-0=205 Drag: 6-11 =-300 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 'q IFOF CAL%lr Uniform Loads (plf) Vert: 2-6=-i6,1-2=-20,2-3=-119,3-4=-114, 4-5=74,5-6=76, 6-7=-20 Hoa: 2-3=-199, 3-4 -211, 4-5=-211, 5.6=-205 This signature has been Drag: 6-11=300 applied electronically 06/30/2006 Job Truss Truss Type pry Ply RESIDENCE WOODWARD A19 COMMON 1 1 IWOODWARD Job Reference (optional) ANDERSON TRUSS; Lathrop, CA 95330.9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MiTek Industries; Inc. Thu Jun 2916:14:53 2006 Page 1 1-0-A 7-9-0 16-0-0 24-3-0 32-0-0 23-0,0 1-0-0 7-9-0 8-3-0 8-3-0 7-9-0 1-0-0 Scale = 1:73.2 5x12 = 4 8x8 8x8 8.00 12 3 5 �1 2 6 7 roi Iu3 0 0 5x8 = 10 9 8 5x8 = 3x6 II 8x10 = 3x6 11 7-9-0 16-0-0 24-3.0 32-0-0 , I 7.9.0 8-3-0 8-3-0 7-9-0 Plate.Offsets X Y : [3:04-0,0-"1,[5:04-0,04-81,[9:0-5-010-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.09 9-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.21 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.08 6 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 211 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 4-0-12 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G 'Except* WEBS 1 Row at midpt 3-9,5-9 4-9 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 2=224110-3-8,6=195110-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-11=3544/0, 3-11=328010, 3-0=272810, 4-5=2573/0, 5.6=-3039/0, 6-7=0/28 BOT CHORD 2-10=0/2836,9-10=0/2836,8-9=0/2416,6-8=0124i6 WEBS 3-10=0/399,4-9=0/1968, 5-8=0/293,3-9=936/0,5-9=-43810 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1012 Ib down at 16-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 6-9=-16, 1-11=-52,4-7=-52 Concentrated Loads (Ib) Vert: 9=-1012(F) OFFE SS Trapezoidal Loads (plf) Vert: 2= -16 -to -9=44(17=-28), 11=-52-to4=-143(F=91) f. u► NO -2567 rn Exp. 1 Z/31l07 �r sIR 'CTU �P �rFOF CAl1F��� This signature has been applied electronically 06/30/2006 Job - ,- - Truss Truss Type - - Qty PIY WOODWARD. RESIDENCE - - - - WOODWARD A20 MONO TRUSS ] 1 Job Reference (optional) - ANDERSON TRUSS, Lathrop, CA 95330-9607; Paul Zehr ". '- -- _ - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2916:16:12 2006 Page 1. 7-9-0 .. 15-114 1-0-0 7-9-0 8 2-4 2x4 11 Scale =1:65.2 4 8x8 8.00 52" 3 x.1.2 o • 4x6 = 6 5 2x4 11 3x6 7-9-0 1511-4 7-9-0 8-24 Plate Offsets X Y : ' 2:0-0-0 0-0-2 3:0-4 0 0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.10 5-6 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.18 5.6 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.37 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 100 lb LUMBER BRACING TOP CHORD 2 X6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purtins. BOT CHORD 2 X 4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G `Except WEBS 1 Row at midpt 4-5,3-5 4-5 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 5=527/Mechanical, 2=59610-5.8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 11-2=0/25,2-3=64510,34=142167 BOT CHORD 2-6--0/474.5-6--0/474 WEBS 4-5=16210, 3-6=0/333, 3-5=-56910 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q OFFESS LU No..2567 r" Exp. 12/31/07 '>MC �r SIRUCT%3 �rFOF CAL*O�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply WOODWARD.RESIDENCE WOODWARD A21 STEP COMMON 1 1 Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Jun 2810:43:25 2006 Page 1 -?70T0 5-0-0 8-111 16-0-0 22-0-0 ,', ., 268-4 ,. 32-0-0 33-040 1-0-0 5-0-0 3-11-4 7-0-12 6-0-0 4-8-4 5-3-12 1-0-0 5x8 = Scale =1:79.0 5 8x8 '� 4x6 of 6 8x8 4 8.00 12 4x6 3 7 a1 28 v o 9 d l� v't . Im 14 13 12 4x6 = 4x6 = 16 15 3x8 = 3x6 = 10 4x6 - 2x4 II 3x6 6x8 = 2x4 11 5-0-0 9-1-0 160-0 22-0-0 266-8 32-0-0 5-0-0 4-1-0 6-11-0 6.0-0 4-6-8 5-5-8 Plate Offsets MY): : 2:0-0-00-0-2 3:0-0-0 0-0-8 4:0-2-8 0-2-06:0--0 04-8 :0-2-8 0-2-08:0-0-00-0-2 14:0-5-12 0-3-8 LOADING (psf) SPACING 2-U CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.08 13-14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC .0.41 Vert(TL) -0.16 13-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 10 n/a Wit BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 209 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 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. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-13,6-13 REACTIONS (lb/size) 2=95710-5-8,10=111210-5-8,8=204/0-5-8 Max Grav 2=957(load case 1),10=1112(load case 1), 8=212(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125, 2-3=132610, 3-0=-1297/0, 4-5=$17/0, 5-0=-79510, 6-7=-780/0, 7$=391111, 8-9=0125 BOT CHORD 2-16=0/1013,1516=0/18, 13-14=011046,12-13=01586,11-12=2410, 8-10=1710 WEBS 3-16=-181/0, 14-16=011030, 3-14=0133, 4-13=55010, 513=01510, 6-13=.61/96, 6-12=-26210, 7-12=0/698, 14-15=0154, 4-14=0/379,10-11=107510,7-11=104510 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS LU N0.2567 M Cr Exp. 12/31/07 'CTVJ 3 �rR OF CA%-%S This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply RESIDENCE WOODWARD A22 STEP COMMON 1 1 IWOODWARD 2,500# COLLECTOR TRUSS Job Reference (optional) -1-0i0 5-0-0 8-114 16-0-0 22-0-0 26-8-4 32-0-L_33-400 1-0-0 5-0-0 3-11-4 7-0-12 6-0-0 4-84 5-3-12 1-0-0 THIS GABLE HAS BEEN CHECKED FOR A 20PSF WIND LOAD PERPENDICULAR TO THE GABLE PLANE. GABLE STUD BRACE TO BE INSTALLED WHERE SHOWN. FRAMER TO INSTALL GABLE STUD BRACE AS SHOWN ON DETAIL SHEET NO.9 OF 59. 5x6 -i 6x8 \\ 6x10 = 3x8 11 3x8 11 3x6 7 3x6 3x6 6 8 5x6 -� 6x8 // Scale = 1 TOP CHORD(S) CAN BE NOTCHED BETWEEN JOINTS #2 & 12 FOR 4x2 OUTLOOKERS AT 24" O.C. AND STILL BE ABLE TO TRANSFER THE LATERAL LOADS SHOWN BELOW. �ii�fl I �I %�♦i� IIII1,11110-111111 �I r LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G "Except' TOP CHORD Sheathed or 4-9-9 oc purlins. 2-7 2 X 4 DF No.1&BV G, 7-12 2 X 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 6-U oc bracing. BOT CHORD 2 X 4 DF No.1&Btr G WEBS 1 Row at midpt 4-21,11-17.8-20 WEBS 2 X 4 DF Stud G 'Except' OTHERS 2X4DFSt dFGe.1&BtrG THIS TRUSS IS DESIGNED TO TRANSFER 2,500 LBS FROM THE T.C. TO THE B.C. REACTIONS (Ib/size) 2=2263/0-5-8, 18=2720/5-5$, 17=0/5-5-8,12=334/5-5.8, 16=26/5-5-8, 15=-0/5-5-8,14=77/55-8 Max Horz 2=44(load case 4) Max Grav 2=2682(load case 4),18=2995(load case 3), 17=3(load case 2),12=334(load case 1),16=47(load case 2),15=32(load case 2),14=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53, 2-3=-021410, 3-0=-4218/0, 4-5=2819/0, 5.6=-2195/0, 6-7=-127210, 7-8=-1570/0, 8-9=-173210, 9-1 0=21 3 710, 10-11=2208/0 , 11-12=-211/542, 12-13=0/51 BOT CHORD 2-24=0/3490, 23-24=0/50, 22-09=0/3922, 21-09=0/3921, 20-21=0/2337, 19-20=0/2254,18-19=703/693,16-17=102/95, 15-16=-102/95, 14-15=102/95,12-14=-102/95 WEBS 3-24=-83610, 22-24=0/3558, 3-22=206/479,4-21 =1 452/0, 6-21=0/851, 10-20=4891385,10-19=-940/0,11-19=0/2215, 22-23=0/57, 4-22=Of777,17-18=0/0, 11-18=296210, 8-20=151/241 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are 4x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 14-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing atjoint(s) 18 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) This truss has been designed for a total drag load of 2500 Ib. Connect truss to resist drag loads along bottom chord from 12-6-8 to 26-6.8 for 178.6 plf. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1 -2=111(F= -59),12-13=111(F=-59), 2-23=-16,18-22=-16,12-17=-1 6 Trapezoidal Loads (pif) Vert: 2= -112(F= -60) -to -7=-182(F=-130), 7= -182(F= -130) -to -12=-111(F=-59) 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79(F=-59), 12-13=-79(F=-59), 2-23=-16, 22-69=-16, 21.69=-15, 18-21=-16, 12-17=-16 Horz: 2 -3=117,3-4=117,4-5=107,5-6=121,6-7=116,7-8=92,8-9=121,9-10=91, 10-11=117,11-12=122 Drag: 18-69=-179 J. No. 2587rr y Exp. 12/31/07 z CTVJ �P qrF CF CAV*O�/ This signature has been applied electronically 06/30/2006 4x10 = 2x4 111 3x6 = 6x10 = 4x6 = 6x10 = 2x4 II 5-0-0 9-1-0 15.4-0 1,6-8-p 22-0-0 26-6-8 32-0-0 5-0-0 4-1-0 6-3.0 1-4-0 5-4-0 4-6-8 5-5-8 Plate Offsets MY): 3:0.5.12 0-3-0 4:0-5-8 0-3-0 6:0-5-12 0-1-8 :0-5-0 0-1-12 8:0-5-12 0-1-8 9:0-3-0 0-1-0 10:0-5-8 0-2-4 11:0-5-8 0-3-0 22:0-6 8 Ed a 24:0-3-80-2-0 LOADING (psf) SPACING 2-U CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.73 Vert LL) -0.09 21-22 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.21 21-22 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.10 18 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 363 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G "Except' TOP CHORD Sheathed or 4-9-9 oc purlins. 2-7 2 X 4 DF No.1&BV G, 7-12 2 X 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 6-U oc bracing. BOT CHORD 2 X 4 DF No.1&Btr G WEBS 1 Row at midpt 4-21,11-17.8-20 WEBS 2 X 4 DF Stud G 'Except' OTHERS 2X4DFSt dFGe.1&BtrG THIS TRUSS IS DESIGNED TO TRANSFER 2,500 LBS FROM THE T.C. TO THE B.C. REACTIONS (Ib/size) 2=2263/0-5-8, 18=2720/5-5$, 17=0/5-5-8,12=334/5-5.8, 16=26/5-5-8, 15=-0/5-5-8,14=77/55-8 Max Horz 2=44(load case 4) Max Grav 2=2682(load case 4),18=2995(load case 3), 17=3(load case 2),12=334(load case 1),16=47(load case 2),15=32(load case 2),14=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53, 2-3=-021410, 3-0=-4218/0, 4-5=2819/0, 5.6=-2195/0, 6-7=-127210, 7-8=-1570/0, 8-9=-173210, 9-1 0=21 3 710, 10-11=2208/0 , 11-12=-211/542, 12-13=0/51 BOT CHORD 2-24=0/3490, 23-24=0/50, 22-09=0/3922, 21-09=0/3921, 20-21=0/2337, 19-20=0/2254,18-19=703/693,16-17=102/95, 15-16=-102/95, 14-15=102/95,12-14=-102/95 WEBS 3-24=-83610, 22-24=0/3558, 3-22=206/479,4-21 =1 452/0, 6-21=0/851, 10-20=4891385,10-19=-940/0,11-19=0/2215, 22-23=0/57, 4-22=Of777,17-18=0/0, 11-18=296210, 8-20=151/241 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are 4x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 14-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing atjoint(s) 18 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) This truss has been designed for a total drag load of 2500 Ib. Connect truss to resist drag loads along bottom chord from 12-6-8 to 26-6.8 for 178.6 plf. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1 -2=111(F= -59),12-13=111(F=-59), 2-23=-16,18-22=-16,12-17=-1 6 Trapezoidal Loads (pif) Vert: 2= -112(F= -60) -to -7=-182(F=-130), 7= -182(F= -130) -to -12=-111(F=-59) 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79(F=-59), 12-13=-79(F=-59), 2-23=-16, 22-69=-16, 21.69=-15, 18-21=-16, 12-17=-16 Horz: 2 -3=117,3-4=117,4-5=107,5-6=121,6-7=116,7-8=92,8-9=121,9-10=91, 10-11=117,11-12=122 Drag: 18-69=-179 J. No. 2587rr y Exp. 12/31/07 z CTVJ �P qrF CF CAV*O�/ This signature has been applied electronically 06/30/2006 Job : WOODWARD Truss A22 Truss Type STEP COMMON _ Ory 1 Ply . ,.2,500# . �WPODWARD RESIDENCE' COLLECTOR TRUSS ' Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Jun 2812:29:46 2006 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 2=-28(F=-60}to-3=-49(F=•81), 3=49(F=-81)-to4=-66(F=-98), 4=-61(F=-98Hto-5=-68(F=-106), 5= -75(F=106) -to -6=-96(F=127), 6=94(F=-127) to -7=-97(F=-130), " 7=216(F= -130) -to -8=214(F=-127), 8=-198(F=127}to-9=176(F=-106), 9=-193(F=106Nto-10=190(F=-104),10=-176(F=104)-to-11=155(F=-83),11=-153(F=-83}to-12=-129(F=59) 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-79(F=-59), 12-13=-79(F=-59), 2.23=16,"22-69=-16,21-69=17,18-21=16,12-17=-16 Horz: 2-3=-117, 34-1117,4-5=107, 5-6=121, 6-7=-116,7-8=-92,8-9=-121, 9-10=-91, 10-11=-117, 11-12=122 " Drag: 18;69=179 Trapezoidal Loads (plf) Vert: 2=-132(F=-60}to-3=-153(F=-81), 3=153(F= -81) -to -0=-171(F=98); 4=-176(F=-98}to-5=-183(F=-106), 5= -176(F= -106) -to -6=-197(F=-127), 6=199(F=127) -to -7=203(F=130), 7= -84(F= -130) -to -8=-81(F=127), 8= -97(F= -127) -to -9=-76(F=-106), 9= -59(F= -106) -to -10=-57(F=-104), 10= -72(F= -104) -to -11=-51(F=-83), 11= -53(F=$3) -to -12=-29(F=-59) THIS TRUSS IS DESIGNED TO TRANSFER 2,500 LBS FROM THE T.C. TO THE B.C. OFFESg w N0.2567 M Cr m Exp. 12/31/07 "D sl srRUCTlI3 �P �IFOF CAl1E0�� This signature has been applied electronically 06/30/2006 Job Truss Qty Ply WOODWARDRESIDENCE WOODWARD A23 �TrussType SPL VAULT 1 1 Job Reference (optional) Anderson Truss, Dixon, Ca 95620; Paul Zehr - - _ - 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Jun 2313:07:56 2006 Page 1. j� 6-6-0 11-3-8 16-0-0 19-8-425-6-0 . 32-0-0 3a-_0 1-0-0 6-6-0 4-9-8 4-8-8 3-84 5-9-12 6-6-0 1-0-0 5x8 — Scale =1:79.0 5 4x6 .11 06 11 6 4 8x8 'i 8x8 8-0052 3 7 14 2 5x6 — 1 15 13 8 v 9 _ (o. c 3x8 6x10 = 5.00 12 11 10 4x6 = 3x6 3x4 2-9-0 6-6-0 11-1-12 16-0-0 19-6-8 25.6-0 32-0-0 2-9-0 3-9-0 4-7-12 4-10-4 3-6-8 5-11-8 6-6-0 Plate Offsets MY): : 3:04-0 0-0-8 :0-0 0 0-0-8 B:Ed a 0-0-2 14:0-3-0 0-3-8 LOADING (psf) SPACING 2-U CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.06 14-15 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.13 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.05 8 n/a nla BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 206 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-10-8 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 DF Stud G 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-13,6-11 REACTIONS (Ib/size) 2=663/0-5-8,8--372/0-3-8, 11=123910-5-8 - Max Grav 2=663(load case 1), 8=413(load case 4), 11=1239(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1687/0, 3-0=100510, 4-5=21910, 5-r--216/0, 6-7=0/139, 7-8=-36310, 8-9=0125 BOT CHORD 2-15=0/1441,14-15=0/1420,13-14=01854, 12-13=-16910, 10-11=0/246, 8-10=01246 WEBS 3-15=0/235,3-14--535/0,4-14--0/909,4-13---967/0, 5-1 3=3116 5, 6-13=01521, 7-11=-40810, 7-10=0/256,11-12=95510, 6-12=-871/0 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) This truss has been designed fora 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) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. • Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard OFFESS N J. No.2587 R' Exp. 12/31/07 X '>11C sr srR 'CTVJ �P �rFOF CAl0��� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply RESIDENCE' ' WOODWARD A23A SPL VAULT 1 1 �WOODWARD Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330-9607; PaulZehr - - - 6.200 s Jul 13 2005MtTek Industries, Inc. Tue Jun 27.07:21:15 2006 Pagel 6-6-0 11-3-8 16-0-0 .19-8-4 25.6-0 32-0-0 1a-00 6-6-0 4-9-8 4-84 3-84 5-9-12 6-6-0 1-0-0 5x8 _ Scale =1:78.0 4 4x6 11 4x6 11 8.00 1.2 5 3 3x6 8x8 -- 2 6 13 c 1 5x6 = m 14 12 8 Io c 3x8 1 6x10 - 5.00 12 10 9 4X6 3 x 6 3x4 = 2-9-0 6-6-0 .11-1-12 16-0-0 19-6-8 25-6-0 32-0-0 2-9-0 3-9-0 4-7-12 4-10-4 3-6-8 5-11-8 6-6-0 Plate Offsets MY): [6:04-0,0-"1, [7:Ed a 0-0-2 r13:0-3-0,0-3-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.0613-14 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.13 13.14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.06 7 n/a n/a BCDL 8.0 Code UBC97/ANSl95 (Matrix) Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5.8-5 oc purlins. 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 Stud G 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-12,5-10 REACTIONS (Ib/size) 1=596/0-5-8,7=372/0-3-8, 10=124210.5$ Max Grav 1=596(load case 1), 7=412(load case 4), 10=1242(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1 7 0 610, 2-3=1009/0, 3-0=-21910, 4-5=-21610, 5.6=0/240, 6-7=362/0, 7-8=0/25 BOT CHORD 1 -14=011461,13 -14=011440,12-13=0/857,11-12=-17110,9-10=0/245,7-9=01246 WEBS 2-14=0/235, 2-13=55110, 3-13=0/916, 3-12=97110, 4-12=32165, 5-12=0/523, 6-10=-408/0, 6-9=0/156, 10-11=95810, 5-11=-874/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 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) Bearing at joint(s)1 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard OFFESS w N0.2587 m � m Exp- 12/31/07 �l srRV CTURP� �P �TFOF CAI -W This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply WOODWARD RESIDENCE' WOODWARD A23D SPL.VAULT 1 1 1,600141 COLLECTOR TRUSS Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - _ 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Jun 27 07:31:40 2006 Page 1 6-6-0 . 11-3-8 16.0-0 19-84 25-6-0 32-0-0 33-0,0 6-6-0 4-9-8 4-8-8 3-84 5-9-12 6-6-0 1-0-0 5x8 = Scale 1:78.0 4 4x6 11 4x6 11 8.00 12 5 3 3x6 8x8 -z 2 6 Cb 13 m . 1 5x6 —_ v 14 12 7 �* g Irb 4x8 o � o 6x10= 10 9 4x6 = 5.00 12 3 x 6 4x6 2-9-0 6-6-0 11.1-12 16-0-0 19-6-8 25-6-0 32-0-0 , 1 2-9-0 3-9-0 4-7-12 4-10-4 3-6-8 5-11-8 6-6-0 Plate Offsets X Y : 6:04-0 0-4-8 :Ed a 0-0-2 13:0-3-00-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.06 13-14 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.13 13-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.09 7 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-0-5 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-12,5-10 REACTIONS (Ib/size) 1=59610-5-8,7=37210-3-8,10=1242/0-5-8 Max Horz 1=-226(load case 3) Max UpliftlElPORRINIMM 10=-215(load case 4) Max Grav 1=639(load case 4), 7=372(load case 1), '10=1531 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1795/12, 2-3=-1140193, 3-0=$641651, 4-5=-538/407, 5-6=599/835, 6.7=-444/286, 7.8=0/25 BOT CHORD 1-17=-131/1635,14-17=-120/1666,13-14=134/1644,12-13=-388/1279,11-12=-171/0,9-10=01188,7-9=01188 WEBS 2-14=0/235, 2-13=-550/0, 3-13=-11211149, 3-12=-1049/24, 4-12=-504/531, 5.12=-437/1000, 6-10=-40810, 6-9=0/256, 10-11=-1354/378,5-11=-1305/440 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are 2x4 MT20 unless otherwise indicated. 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) Bearing atjoint(s) 1 considers parallel to grain value using ANSI1TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 10. 7) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. QFIFES 8) This truss has been designed for a total drag load of 1600 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 1- Q for 1066.7 plf. N J. ~� LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) W NO. 2567 m Vert: 14---52,4-8=52,1-13=-16,11-13=-16,7-10=-16 fX Exp. 12/31/07 M 3) Regular-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 yy Uniform Loads (plf) 7� Vert: 1-2=16, 24=13, 4-0=-53, 6-7=-55,7-8=-20, 1-17=460,13-17=16,11-113=-16, 7-10=-16 Horz: 1-2=69, 2-4=75, 4.6=75, 6-7=71, 1-17=-2560 �� RIJCTO \P 4) Regular-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33'q !� Uniform Loads (plf) iFOj �q��EO� Vert: 1-2=-56, 2.4=-53, 4-6=13, 6.7=15, 7-8=-20,1-17=428, 13-17=-l6'11-13=-16'7-10=-16 Hoa: 1-2=-69, 2-4=-75, 4-6=-75, 6-7=-71, 1-17=2560 This signature has been THIS TRUSS IS DESIGNED TO TRANSFER 1,600 applied electronically LBS FROM THE T.C. TO THE B.C. PROVIDE ANCHORAGE AT JOINT #10 FOR 215 LBS UPLIFT FOR THIS CONDITION ONLY. 06/30/2006 WOODWARD A23G SPL VAULT GABLE 1) This truss has been checked for uniform roof live load only, except as noted. 1 1 3,500# COLLECTOR TRUSS *r chord 4) Gable studs spaced at 144 oc. s rR�CTitRP� Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zshr - 6) A plate rating reduction of 20 % has been applied for the green lumber members. 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Jun 2313:52:46 2006 Page 1 -Po* 16.0-0 %OF CAL\F�E� 32-0-0 3,3-010 1-0-0 16.0-0 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 Ib uplift at joint 2, 598 Ib uplift at join, 46 and 863 Ib uplift at joint 211. 16-0-0 1-0-0 THIS GABLE HAS BEEN CHECKED FOR A 5X6 -_ Scale = 1:74.8 20PSF WIND LOAD PERPENDICULAR TO THE this truss. GABLE PLANE. GABLE STUD BRACE TO BE TOP CHORD(S) CAN BE NOTCHED INSTALLED WHERE SHOWN. FRAMER TO 14 BETWEEN JOINTS #2 & 28 FOR 4x2 INSTALL GABLE STUD BRACE AS SHOWN ON 13 15 OUTLOOKERS AT 24" O.C. AND STILL DETAIL SHEET NO. 9 OF 59. 12 16 BE ABLE TO TRANSFER THE LATERAL 11 17 LOADS SHOWN BELOW. 18 10 19 � 5x6 i 9 20 5x6 �� 8 21 ' 8.00 12 7 6 222314 5 4 25 3 46 26 0 47 45 48 27 `b 1 250 49 5x8 = 44 43 28 42 d XXXXXXXXXXd 8x10 = 5.00 12 39 38 37 36 35 34 33 32 31 30 3x6 6x8 = 2-9-0 11-1-12 19-6-8 32-0-0 2-9-0 8-0-12 8-4-12 12-5-8 Plate Offsets MY): : 2:0-7-12 Ede 14:0-3-0Ede 28:Ed a 0-0-2 46:04-0 0-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.00 28 nlr 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.00 28 n/r 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.03 40 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 269 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 4-10-5 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 Stud G 4-11-0 oc bracing: 51-52 OTHERS 2 X 4 DF Stud G 5.3-0 oc bracing: 50-51 5-5-14 oc bracing: 49-50 5-9-10 oc bracing: 4849 5.8.8 oc bracing: 28-30. WEBS 1 Row at midpt 18-38 REACTIONS (lb/size) 2=313/32-", 46=284/32-", 39=163132-", 38=6132-0-0, 28=261/32-", 43=301132-", 44=297132-0-0, 45=287132-0-0, 47=258/32-0-0, 48=247/32-0-0, 49=2351 50=235132-0-0, 51=114/32-0-0, 52=443132-0-0, 42=300/32-0-0, 41=266132-0-0, 40=190132-0-0, 37=215132-0-0, 36=261132-0-0, 35=252/32-0-0, 34=236/32-0-0, Max Uplift2=-052(loadcase3),146� 98(loadlcase3),28=-8�soad-0case4) THIS TRUSS IS DESIGNED TO TRANSFER 3,500 LBS FROM THE T.C. TO THE B.C. PROVIDE ANCHORAGE FOR UPLIFT AS FORCES(Ib)- Maximum Compression/Maximum Tension SHOWN IN NOTE #8 BELOW. TOP CHORD 1-2=0/40, 2-3=2635/2486, 34=-2095/1972, 4-5=-188311817, 5-6=-171611637, 6-7=-147611595, 7-8=-1545/1459, 8-9=1386/1295, 9 -10=1130/1060,10 -11=10941952,11 -12=853/738,12 -13=-666/544,13-14=-011/312,14-15=291/277,15.16=-218/333, 16-17=1041159,17-18=14lf72,18-19=271/184, i9-20=-469/337,20-21=-6411516,21-22=-810/697,22-23---742/833, 23-24=982/875, 24-25=-115411054, 2526=1325/1231, 26-27=-1506/1413, 27-28=-1835/1709, 28-29=0151 BOT CHORD 2-52=-2191/2208, 51-52=1844/1815, 50-51=-1660/1647, 49-50=-152111502, 4849=136211345, 47.48=120511187, 4647=1043/1027, 4546=-0961904, 44-05=719f745, 43-04=-5601586, 42-43=-4021428, 4142=244/270, 40-01=-06/112, 3940=-861103, 37-38=182/197, 36-37=3281343, 35-36=4741488, 3435=-0201634, 33-34=-765!780, 32-33-9111926,OFFES 31-32=-105711072,30-31=-1203/1218,28-30=1400/1436 as WEBS 38-39=010, 18-39--165/0,13-43=-42810,12-44---276/0,1145=-29410, 1046=-37010, 947=29710, 848=-22410, 7 4 9=2 1 510, s� J �'�5-50=-20810,4-51=11410,3-52=41210,1542=41410,1641=-246/0,1740=-17410,19-37=-194/0,20-36=-23910,21-35=-23110,/V1 ' 22-34=21410, 24-33=202/0, 25-32=19010, 26-31=17210, 27-30=21810 NOTES W NO, 2587 (Tt 1) This truss has been checked for uniform roof live load only, except as noted. Exp. 12/31/O7 ft1 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom bearing. *r chord 4) Gable studs spaced at 144 oc. s rR�CTitRP� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Sl �Q 6) A plate rating reduction of 20 % has been applied for the green lumber members. 7) Bearing at joints) 39 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify %OF CAL\F�E� capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 Ib uplift at joint 2, 598 Ib uplift at join, 46 and 863 Ib uplift at joint 211. This signature has been 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 46, 43, 44, 45, 47, 48, 49, 50, 51, 52, 42, 41, 40. 10) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of applied electronically this truss. 11) This truss has been designed for a total drag load of 3500 Ib. Connect truss to resist drag loads along bottom chord from 0-0-0 to 32-0-0 for 109.4 pif. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 06/30/2006 Job Truss Truss Type Oty PtyWOODWARD RESIDENCE WOODWARD A23G SPL VAULT GABLE 1 1 3,500# COLLECTOR TRUSS _ - Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Jun 2313:52:46 2006 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1 -2=111(F= -59),28-29=111(F=59),246---16,39-46=-16,28-38=-16 Trapezoidal Loads (plf) . Vert: 2=-111(F=59}to-14=-219(F=-167),14=-219(F=-167)4o-28=111(F=-59) 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=79(F=59), 28.29=79(F=59), 2.46=-62, 39-46=30, 28-38=16 Horz: 2 -3=146,3 -13=164,13=14--262,14-15--263,15-27=164,27-28=148,2-46--263, 39146=-263 Drag: 28-38=-109 Trapezoidal Loads (plf) . Vert: 2=3(F=-59}to-3=-19(F=-81),3=-29(F=-81)-to-13=-110(F=-162),13=-137(F=-162)-to-14=141(F=-167), 14= -233(F= -167)4o -15=-228(F=-163), 15=255(F=. -163) -to -27=-165(F=72), 27=-173(F=72}to-28=160(F=-59) 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 -2=79(F=59),28 -29=79(F=59),2-46=30, 39.46=-62, 28-38=16 Horz: 2-3=-146, 3-13--164,13-14--262,14-15=263,15-27=-164,27-28=-148, 2-46--263,39-46--263 Drag: 28-38=109 . Trapezoidal Loads (plf) Vert: 2=-161(F=-59}to-3=-184(F=-81),3=-174(F=-81)4o-13=-255(F=-162), 13=-228(F=-162).to-14=233(F=167), 14=141(F=167Hto-15=-137(F=163), 15=110(F=163}to-27=-20(F=72), 27=12(F=-72}to-28=2(F=-59) THIS TRUSS IS DESIGNED TO TRANSFER 3,500 LBS FROM THE T.C. TO, THE B.C. PROVIDE ANCHORAGE FOR UPLIFT AS SHOWN IN NOTE #8. J. No. 2587 R' Exp. 1201107 sr srR 'CT%J �P �rFOF CALIF This signature has been applied electronically 06/30/2006 Job Truss Truss Type pry Ply RESIDENCE WOODWARD A24 COMMON 1 1 �WOODWARD Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr .- .. - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jun 2916:23:02 2006 Page 1. 7-9-0 16-0-0 2434 32-0-0 3,3-0,0 7-9-0 83-0 8-3-0 7-9-0 1-0-0 5x8 =, Scale =1:73.1 3 8.00 12 3x6 8x8 -� 2 4 1 5 v 6 Iva 0 0 4x6 = 4x6 9 8 7 2x4 11 6x8 = 2x4 11 7-9-0 16-0.0 24-3-0 32-0-0 7-9-0 8-3-0 8-3-0 7-9-0 Plate Offsets (X,Y): 1:0-0-00-0-21, [4:0-",0-4-81, [5:0-0-00-0-2 8:0-0-0Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo Lld PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.07 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.15 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.05 5 n/a n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-11-12 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at midpt 2-8,4-8 3-0 2 X 4 DF No.18Btr G REACTIONS (Ib/size) 1=1077/0-3-8,5=1139/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1588/0,2-3=1110/0,3-4--1109/0,4-5=-1584/0,5-6=0/25 BOT CHORD 1-9=0/1246,8-9=011246,7-8=011240,5-7=011240 WEBS 2-9=01297, 3-6=0!745, 4-7=01296, 2-8=-52310, 4-8=-51610 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20 % has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS J. N0.2587 m Exp. 12/31/07 X '��grrR�CT URP� �\P F OF CAI.W This signature has been applied electronically 06/30/2006 Job Truss Truss Type my Ply RESIDENCE WOODWARD A25 COMMON 1 1 �WOODWARD Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - _ - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jun 2916:24:53.2006 Page 1 5-4-0 . 10-8-0 . 16.0.0 24-3-0 32-0-0 3,3-Oi0 5-4-0 5-4-0 54-0 8-3-0 7-9-0 170-0 5x12 = Scale =1:73.7 4 4x6 11 8.0012 3 8x8 4x611 5. 2 1 v 6 v 7I5 vii cN o 6x8 = 11 10 9 8 6x8 3x6 11 5x6 = 8x10 = 3x6 II 5-4-0' 10-8-0 16.0-0 24.3-0 32-0-0 5-4-0 5-4-0 5-4-0 8-3-0 7-9-0 Plate Offsets X Y : [4:0-6-0,0.2-41, 5:0-0 0 OA -8 [9:0-5-0.0-5-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.11 8-9 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.25 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.08 6 n/a n/a BCDL 8.0 Code USC97/ANSI95 (Matrix) Weight: 223 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 3-11-3 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G "Except' WEBS 1 Row at midpt 3-9.5-9 4-9 2 X 4 DF NoA&Btr G REACTIONS (Ib/size) 1=2321/0-3-8,6--204610-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=387410, 2-3=3376/0, 3-0=261010, 4-5=-267410, 5.6=-324510, 6.7=0128 BOT CHORD 1-11=0/3118,11-12=013118, 12-13=013118,10-13=013118;10.14=0/2742,1 4-1 5=012742, 9-15=0/1742, 9-16=0/2589, 8-16=012589, 6-0=012590 WEBS 2-11=01383, 2-10=-05410, 3-10=011008, 3-9=1 0 5 510, 4-9=0/2434, 5-9=-55710, 5-8=01378 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 Ib down at 6-6-0; 244 Ib down at 9-3-14,484 Ib down at 12.1-12, and 552 Ib down at 14-11-10, and 620 Ib down at 17-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4.--52,4-7=52,1-6=16 QFFE$S Concentrated Loads (lb) Vert: 12=-251(F) 13=-244(F) 14= -484(F)15= -552(F)16= -620(F) N J. LU NO.2567 M Exp. 12/31/07 7D �r srRV CT0 �P �rFOF CAIW��� This signature has been applied electronically 06/30/2006 Job Truss " Truss Type Qty Ply WOODWARD RESIDENCE WOODWARD B1 COMMON 1 JT Referenceo tional Anderson Truss, Dixon, Ca 95620; Paul Zehr - - - - 6.200 s Jul 13 2005 MiTek Industries, Inc. .Thu Jun 22 07:06:38 2006 Page 1 6-0-0 12-0-0 13-0-0 1-0-0 6-0-0 6.0.0 1.0-0 5x6 = Scale .= 1:29.9 3. N J. "9! Uj No. 2587 m Exp. 12/31/07 X s� CTURP� �P �rFOF CA1UF0�� This signature has been applied electronically 06/30/2006 8-0052 v 2 of 4 - 5 J g 4x4 = 6 4x4 — 2x4 11 6-0-0 12-0-0 6-0-0 6-0-0 LOADING (psf) SPACING 2-M CSl DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.02 4-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.03 4-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 59 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 Stud G REACTIONS (Ib/size) 2=45610-5-8,4=456/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-470/0,3A---47010,4-5=0/25 BOT CHORD 2-0=01324, 4-6=0/324 WEBS 3-6=01225 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard N J. "9! Uj No. 2587 m Exp. 12/31/07 X s� CTURP� �P �rFOF CA1UF0�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type city, PlyWOODWARD RESIDENCE' WOODWARD B1G GABLE _ 1 1 Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jun 22.07:11:00.2006 Page 1 -1-0-0 , 6-0-0 12-0-0 13-0-0 , 1-0-0 6-0-0 6-0-0 1-0-0 Scale =1:28.3 4x6 = THIS GABLE HAS BEEN CHECKED FOR A 20 PSF WIND LOAD PERPENDICULAR TO TOP CHORD(S) CAN BE NOTCHED THE GABLE PLANE. 7 BETWEEN JOINTS #2 & 12 FOR 4x2 OUTLOOKERS AT 24" O.C. 6 . 8 8.00 12 5 9 4 10 3 11 1-0-8 v 2 12 v 13 4x4 = 21- 20 19 18 17 4x4 = 12-0-0 12-0-0 Plate Offsets X Y : :0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.03. Vert(LL) -0.00 12 n/r 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 12 n/r 240 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 12 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 76 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=122/12-0-0,12=122112-0-0, 18=81112-0-0, 17=81/12-0-0, 14=72/12-",15=94112-0-0,16=91/12-0-0,21=72112-0-0,20=94/12-0-0, 19=91/12-" Max Grav 2=122(load case 1), 12=122(load case 1), 18=81(load case 1), 17=81(load case 1), 14=72(load case 2), 15=95(load case 4),16=93(load case 4), 21=72(load case 2) 20=95(load case 3),19=93(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-45/3, 3-0=3419, 4-5=-36/8, 5-0=3616, 6-7=-30/0, 7-8=-3010, 8-9=-36/6, 9.10=-36/8,10-11=-34/9, 11-12=-45/3, 12-13=024 BOT CHORD 2-21=0/14, 20-21=0/14, 19-20=0/14,18-19=0/14, 17-18=0/14, 16.17=0/14, 15-16=0/14, 14-15=0/14, 12-14=0/14 WEBS 6-18=-59/0, 8-17=-59/0, 11-14=55/0, 10-15=-72/0, 9-16=72/0, 3-21=55/0, 4-20=-7210, 5-19=-72/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 14-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard P OFFESS w No. 2567 m Exp. 12/31/07 �D �l sIRUCTIJ �P �rFOF CAl.1F��� This signature has been applied electronically 06/30/2006 Job Truss Qty DWARDRESIDENCE WOODWARD C1 rTruLssCIType AL HIP 1 r7loob'lReference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Jun 23 06:12:59 2006 Page 1 2-8-12 , 6-8-0 11-4-0 17-6-2 20-1-12 , 25-3-1 30-0-0 . 33-6-0 i 36.0-0 , 2-8-12 3-11-4 4-8-0 6-2-2 2-7-10 5-1-5 4-8-15 3-6-0 2-6-0 Scale =1:75.7 5x6 = 'y BRACE TOP CHORD AT 24" O.C. W/2X4 4 FLAT (SEE DETAIL)'WHERE NOT SHEATHED 8.00 12 3x6 6x8 11 6x8 4x6 =. 3x6 = 3 5 3x6 i 6 7 8 4x6 9 2 N 1 v a v 4 N o N Ia. d 18 17 16 15 5x6 = 2X4 11 3x6 = 3x8_ = 4x6 -_ 13 12 11 10 3x4 = 2x4 LI. 3x10 = 4x6 = 2x4 11 41 �L = 6x8 2-10-8 , 6-8-0 11-4-0 17-7-14 20-0-0 , 25-3-1 30-4-6 33-6-0 , 36.0-0 2-10-8 3-9-8 4-8-0 6-3-14 2-4-2 5-3-1 5-1-5 3-1-10 2-6-0 Plate Offsets X Y : 1:0-4-0 0-0.12 14:0-5-8 Ed e LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.04 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.08 15-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.04 10 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 209 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G `Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except 5-8 2 X 4 DF No.18Btr G 2-" oc purlins (6-0-0 max.): 5-8. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 DF Stud G 6-" oc bracing: 14-15,12-13. REACTIONS (lb/size) 1=602/0-5-8, 13=239710-5-8, 10=1014/0-3-8 Max Grav 1=602(load case 1),13=2397(load case 1),10=1039(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1558/0, 2-3=-88310, 3-0=54310, 4-5=-562/0, 5-0=-11610, 6-20=01578, 7-20=01578, 7-0=-09010, 8-9=937/0 BOT CHORD 17-18=0/1208, 16-17=01718,15-16=01142,14-15=57910,13-21=312, 12-21=3/2, 12-22=0/824, 11-22=01824,10-11=010, 1-18=011270 WEBS 2-17=50510, 3-17=0/156, 3-16=-00810, 4-16=0/317, 5-16=01302, 5-15=-04410, 6-15=01993, 12-14=0/906, 7-14=-159610, 7-12=-03/212, 8-12=0183, 8-11=-378/0, 18-19=0/0, 2-18=01484, 13-14=2331/0, 6-14=1419/0, 9-10=-100710, 9-11=01960 NOTES 1) Unbalanced roof live loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 Ib down at 30-2-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). OFFESS LOAD CASE(S) Standard Q 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-52,4-5=-52,5-20=-156,8-9=-52,14-18=-16, 10-1i=-32(F=-16),1-18=-16 Concentrated Loads (lb) Vert: 8=-390 UJ NiO.2$87 m Trapezoidal Loads (plf) M EXP• 12/31/07 Vert: 20=-1 56-to-8=-1 04 y 7� s� sIR�CTIIRP� �\P /9rFOF CA %-%O This signature has been applied electronically 06/30/2006 Job Truss Truss Type city PlyWOODWARDRESIDENCE WOODWARD C2 SPL CAL HIP 1 1 Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. FriJun 23 06:39:59 2006 -Page 1 2-8-12 , 6-8-0 114-0 17-6-2 i20-1-121 25-3-1 i 30-0-0 . , 33-6-0 i 36-0-0 , 2-8-12 3-11.4 4-8-0 6-2-2 2-7-10 5-1-5 4-8-15 3-6-0 2-6-0 Scale = 1:75.7 5x6 = 4 * BRACE TOP CHORD AT 24" O.C. W/2X4 7-10-15 8.00 F12 FLAT (SEE DETAIL) WHERE NOT SHEATHED 3x6 9 6x8 11 6x8 = 4x6 = 3x6 = 3 5 3x6 i 6 7 8• 4x6 -� 10 2 N 1 v o 4 � tV O IC4 Ia c 19 18 17 16 5x6 = 2x4 II 3x6 = 3x8 = 4x6 = 14 13 12 11 3x4 = 2x4 11 3x10 = 4x6 = 2x4 11 4W. = 1-I1 6x8 2-10-8 1 6-8-0 i 1141-0 17-7-14 20-0-0 25-3-1 304-6 33-6-0 36-0-0 2-10-8 3-9-8 4-8-0 6-3-14 2.4-2 5-3-1 5-1-5 3-1-10 2-6-0 Plate Offsets MY): : 1:04-0 0-0-12 15:0-5.8 Ed e LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.03 16.17 >999 360 MT20 .220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.0716-17 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.04 11 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G `Except" TOP CHORD Sheathed or 6-M oc purlins, except 5-8 2 X 4 DF No.1&Btr G 2-" oc purlins (6-" max.): 5-8. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 OF Stud G 6-" oc bracing: 15-16,13-14. REACTIONS (Ib/size) 1=60510-5-8,14--i320/0-5-8,11=370/0-3-8 Max Grav 1=605(load case 1), 14=1320(load case 1), 11=395(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156610, 2-3=-890/0, 3.4=-549/0, 4-5=-56810, 5-6=138/0, 6-7=0/493, 7-21=-257/0, 8-21=257/0, 8-9=-09/0, 8-10=-337/0 BOT CHORD 18-19=0/1215,17-18=0!723,16-17=0/162,15-16=-09710,13.14=-910,12-13=0/289, 11-12=0/0,1-19=0/1278 WEBS 2-18=50610, 3-18=0/257, 3-17=-410/0, 4-17=0/319, 5-17=0/185, 5-16=580/0, 6-16=01907, 13-15=01268, 7-15=-786/0, 7-13=0/211, 8-13=-8810, 8-12=113/17, 19-20=010, 2-19=0/487,14-15=1288/0,6-15=-880/0, 10-11=-379/0,10-12=0/338 NOTES 1) Unbalanced roof live loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard Q FF S S LU No. 2587 m IX Exp. 12/31/07 s�grl'%CTURP� �\P R OF CAl1F�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty PlyWOODWARD RESIDENCE WOODWARD C3 SPL CAL HIP 1 1 _ Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. FriJun 23 06:42:44 2006 Page 1 2-8-12 6-8-0 114-0 17-6-2 20-1-12 , 25-3-1 30-0-0 33-6-0 36-0-0 , 2-8-12 3-11-4 4-8-0 6-2-2 2-7-10 5-1-5 4-8-15 3-6-0 2-6-0 Scale = 1:68.8 5x6 49-10-15 y BRACE TOP CHORD AT 24^ O.C. W/2X4 FLAT (SEE DETAIL) WHERE NOT SHEATHED 10 8.00 F12 3x6 6x8 LI 6x8 = 4x6 = 3x6 3 5 3x6 6 go 72 4x6 cc 11 2 N 1 4 I N 1 20 19 18 17 5x6 = 4x10 3x6 = 3x8 = 4x6 = 15 14 13 12 3x4 = 6x8 3x10 =. 4x6 = 4.65F12 2-10-8 6-8-0 11-4-0 17-7-14 20-0-0 25-3-1 30-4-6 33-6-0 36-0-0 2-10-8 3-9-8 4-8-0 6-3-14 24-2 5-3-1 5-1-5 3-1-10 2-6-0 Plate Offsets MY): 1:0-0 0 0-0-12 16:0-5-8 Ed e LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.03 17-18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.0717-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.04 12 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 223 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G "Except TOP CHORD Sheathed or 6-0-0 cc purlins, except 5-9 2 X 4 DF No.1&Btr G 2-M oc purlins (6-0-0 max.): 5-9. 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 Stud G 6-M oc bracing: 16-17,1415. JOINTS 1 Brace at Jt(s): 8 REACTIONS (Ib/size) 1=60510-5-8,15=1307/0-5-8,12=34110-3-8 Max Grav 1=605(load case 1), 15=1307(load case 1), 12=366(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1567/0, 2-3=-89010, 3-0=54910, 4-5=-56810, 5.6=-13810, 6-7=0/491, 7-8=23510, 8-9=235/0, 9-10=74/37, 9-11=-29910 BOT CHORD 19-20=0/1215,18-19=Of723, 17-18=0/162,16-17=-095/0, 1415=-910, 13-14=0/244, 12-13=010, 1-20=0/1278 WEBS 2-19=-507/0, 3-19=01257, 318=-41010, 418=0/319, 5-18=0/285, 5-17=-578/0, 6-17=01904,1416=0/245, 7-16=757/0, 7-14=0/203, 9-14=-0910, 9-13=-85/39, 20-21=010, 2-20=0/487, 15-16=127410,6-16=-883/0,11-12=-35010,11-13--0/286,8-10=-83/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 3) All plates are 2x4 MT20 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. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w12 -10d nails. LOAD CASE(S) Standard Q QFFESS N J. No. 2587 m 'EXP- 12/31/07 ;D s�grrR'CTO F OF CAL* This signature has been applied electronically 06/30/2006 Job Truss qty. ." Ply RESIDENCE WOODWARD C4 jTrussType SPECIAL 1 t IWOODWARD - - - " Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - - - - '6200 s Jul 13 2005 MITek.IndusWes, Inc: Fri Jun 23 07:13:12 2006 Page 1 6-2-0 12-0-0 . 15-10-11 20-1-12 24-0.0 " 29-94 33-6-0 36-0.0 , 6-2-0 5710-0 3-10-11 4-3-1 3-10-4 5-9-0 3-9-0 2-6-0 * BRACE TOP CHORD AT.24^ O.CG W/2x4 Scale = 1:68.0 6x8 = FLAT (SEE DETAIL) WHERE NOT SHEATHED ' 6x8 4x6 11 3 5 4UZI 8.00 F12 3x6 3x6 2 7 cc8 4x6 �� 1 v� NImo+ c 16 15 14 " 4x6 = 19 18 17 4x8 = 12 11 10 9 3x6 = 6x8 = 6x8 = 3x8 = 4x6 = 6-2-0 11-7-10 13-0-0 15-10-1.1 20-0-0 24-4-6 29-9-0 33-6-0 36-0-0 , 6-2-0 5-5-10 1-4-6 2-10-11 4-1-5 4-4-6 5-4-10 3-9-0 2-6-0 Plate Offsets (X,Y): [1:0-M.0-0-21,[13:0-5-8.0-3-81,[16:0-5-8,0-3-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.02 18 >999 360 MT20 2201195. TCDL 10.0 Lumber increase 1.25. BC 0.21 Vert(TL) -0.05 1-19 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.02 9 n/a n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 239 lb LUMBER BRACING TOP CHORD 2 X 6 DF Not G *Except* TOP CHORD Sheathed or 6-" oc purlins, except 3-6 2 X 4 DF No.1&Btr G 2-" oc purlins (6-0-0 max.): 3-6. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: WEBS 2 X 4 DF Stud G 6-" oc bracing: 13-14,11-12. WEBS 1 Row at midpt 5-12 REACTIONS (lblsize) 1=71710-5-8, 12=195210-5-8, 9=48210JM Max Grav 1=720(load case 3),12=1952(load case 1), 9=509(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1008/0, 2-3=-77610, 3-2 0=-3 9 610, 4.20=-39610, 4-5=-39610, 5-21=01129, 6-21=011 2 9, 6-7=37710, 7.8=-45110 BOT CHORD 1-19=0/773,18-19=0/13,17-18=010, 15-16=0/589,14-15=01589,13-14---129/0,11-12=-2/0, 10-11=0/353,9-10=0/0 WEBS 2-19=35/114,16-19=0/T73,2-16=20910,3-1 4=J73/0, 4-14=440/0, 5-14=0/967,11-13=0/267, 6-13=.68110, 6.11=01239, 7.11=-13110, 7-10=107/55, 1 6-1 8=011 6 2, 3-16=0/373, 15-17=29/0,12-13=1926/0,5-13=1265/0,8-9---489/0,8-10=0/399 NOTES 1) Unbalanced roof live loads have been considered forthis design. 3) All plates are 2x4 MT20 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. 6) Girder carries tie-in spans of 6-" from front girder and 2-" from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 Ib down at 24-2-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard Q OFIFESS 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - y Vert: 1-3=-52, 3-20=-104,20-21=-104(B=-52), 6-21=-104,6-8=-52,1.17=-16,13-15=-16, 942=-16 h� Concentrated Loads (lb) Vert: 6=251 L NO. 2567 rn Exp. 12/31/07 s� srRV CT%J �rFOF CA1.\FO�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Oty Ply RESIDENCE WOODWARD - C5 HIP GIRDER 1 2 IWOODWARD Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2914:22:37 2006 Page 1 6-6-0. 13-0-8 16-5-7 1 20-2-12 22-11-8 28-0-0 33-6-0 36-0-0 6-6-0 6-6-8 3.4-15 3-9-5 2-8-12 5-0-8 5-6-0 2-6-0 Scale= 1:81.2 BRACE TOP CHORD AT 24^ O.C. W/2X4 6x10 = FLAT (SEE DETAIL) WHERE NOT SHEATHED --:4x6 I I 2X4 11 8x10 = 4 5 6 8.00 12 4x6 �i 4x6 11 7 2 5x6 = n 8 Ch 1 O tbl N O 6x8 = 16 15 14 13 12 I� 3x6 II 8x8 = 4x6 11 4x8 = 11 10 9 2x4 II 6x10 = 3x6 II 6x14 = 6-6-0 i 12-8-2 , 16-5-7 20-2-12 , 23-1-1 41 28-0-0 33-6-0 36-0-0. 6-6-0 6-2-2 3-9-5 3-9-5 2-11-2 4-10-2 5-6-0 2-6-0 Plate Offsets X Y : 3:0-40 Ede 6:0-3-0Ed a 12:0-10-8 Ede 15:0-0-0 0-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.06 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.13 1546 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.03 9 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 584 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G "Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins 3-0 2 X 4 OF No.18Btr G (6-0-0 max.): 3-6. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G `Except" 6-112X8 DFNo.2G REACTIONS (Ib/size) i=333210-5-8,9=260110-3-8,13=7688/0-5-8 Max Grav 1=3338(load case 3), 9=2624(load case 4), 13=7688(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-427810, 2-3=-2239/0, 3-4=-964/0, 45=0/340, 5.6=0/340, 6-7=-1126/0, 7-8=-1886/0, 8-9=-1857/0 BOT CHORD 1-16=0/3488,15-16=0/3488,1415=0/1767,13.14=0/964, 12-13=0f794,10-11=0/126, 9-10=01163 WEBS 2-16=0/2051, 2-15=-2053/0, 3-15=0/2743, 3-14=2018/0, 414=0/2673, 413=-312310, 6-13=-3304/0, 10-12=0/1404, 7-12=-946/0, 7-10=0/983, 8-10=0/1509, 5-13--25210, 11-12=01549,6-12=0/3510 NOTES 1) 2-ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4.1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. OF FESS` 7) Girder carries tie-in span(s): 18-8-8 from 0-0-0 to 23-344; 20-2-8 from 23-3-14 to 33-6-0 Nq' 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. J. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1707 Ib down at 23-5-10 on botton chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard wN0. 2567 M X 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Exp. 12/31/07 Uniform Loads (plf) Vert: 1-3=-52, 3.6=52, 6-0=-52,1-12=-300(B=-284), 9-11=-326(B=-310) sr Concentrated Loads (Ib) Vert: 12=-1707(B) �� R'CT%3 \P qTF OF CALV'F � This signature has been applied electronically 06/30/2006 Job Truss Truss Type City PlyWOODWARD RESIDENCE WOODWARD D1 STEP COMMON 1 1 - Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - 6.200 s Jul 13 2005 MlTek Industries, Inc. Tue Jun 27 07:42:48 2606 Page 1 0 6-8-0 . 11-4-0 16-0-0. .. " , 21-2-0 1-0-0 , 6 8 0 4-8-0 5x6 - 4-8-0 5-2-0 Scale = 1:61.5 4 8-000-2 3x6 3x6 �Z 3 5 6 a I� X12 Ia 4x6 0 9 8 7 4x6 = 12 11 10 2x4 11 3x10 11' 3x6 = 2x4 11 5x8 — 2x4 11 6-8-0 11-0-0 13-0-�4 1116-0-0 20-5-8 21-2,0 6-8-0 4-8-0 1-8-0 3-0-0 4-5-8 0-8-8 - Plate Offsets MY): : 2:0-" 0-0-21, [6:0-0-6,0-9-31, (6:0-M 0-0-2 [9:0-2-4,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL . in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-12 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.07 2-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.02 6 nla n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 OF Stud G WEDGE Right: 2 X 6 DF No.2 REACTIONS (lb/size) 2=773/0-5-8,6=705/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125,2-3=-95810,3-4=-737/0,4-5---74510,5-6---1014/0 BOT CHORD 2-12=01726, 11-12=0/28, 10-11=010, 8-9=Of784, 7-8=01784, 6-7=0f784 WEBS 3-12=-03/97, 3-9=25010, 9-11=01134, 4-9=01526, 5-9=-29610, 9-12=Of722, 8-10=-510, 5-7=01184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise Indicated. 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 OFFESS Uj NO -2567 M Exp- 12/31/07 s�gTrRVCT 11RP� FOF CAW This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty PlyWOODWARDRESIDENCE WOODWARD D1G SPL GABLE 1 1 1,500# COLLECTOR TRUSS Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - - 6.200 s Jul 13 2005 MITek Industries, Inc.- Fd Jun 3011:57:28 2006 Pagel t1 -0-q 54-0 114-0 12-104 16-0-0 21-2-0 22-2-q 1-0-0 54-0 6-0-0 1-6-4 3-1-12 5-2-0 1-0-0 THIS GABLE HAS BEEN CHECKED FOR A 4x6 = Scale = 1:52.9 20PSF WIND LOAD PERPENDICULAR TO THE TOP CHORD(S) CAN BE NOTCHED GABLE PLANE. GABLE STUD BRACE TO BE 5 BETWEEN JOINTS #2 8 8 FOR 4x2 INSTALLED WHERE SHOWN. FRAMER TO INSTALL GABLE STUD BRACE AS SHOWN ON 4 6 OUTLOOKERS AT 24" O.C. AND STILL DETAIL SHEET NO .9 OF 59. 7 BE ABLE TO TRANSFER THE LATERAL LOADS SHOWN BELOW. 8.00 F12 4x6 11 8 3 BRWE -0- 910 c � 2[0 1IRI w IWI IWI 1141 1„ 1� 4x6 = 22 21 20 19 18 17 16 15 14 13 I I 5x6 = 13 -If 54-0 10-8-0 12-0-0 16-0-0 21-2-0 54-0 54-0 1-4-0 1-0-0 3-0-0 5-2-0 Plate Offsets KY): : 2:0-0-0 0-0-2 5:0-3-0Ede 9:Ed a 0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.01 9-11 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.02 9-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.03 9 n/a n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-7-14 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 OF Stud G 5-5-3 oc bracing: 2-22 OTHERS 2 X 4 DF Stud G 10-M oc bracing: 11-12,9-11. REACTIONS (Ib/size) 2=284/13-0-0,13=5/13-0-0, 12=587/13-M, 9=39410-3-8,19=884/13-M,15=724113-0-0, 14=111113-0-0, 22=175/13-M, 21=-20113-M, 20=32/13-M,18=22113-0-0, 17=21/13-0-0,16=21/13-0-0 Max Hoa 2=10(load case 3) Max Uplift2=786(load case 3),14=-269(load case 4), N” Max Grav 2=1202(load case 4),13=10(load case 2), 12=587(load case 1), 9=394(load case 1), 19=884(load case 1), 15=1028(load case 3),14=455(load case 3), 22=175(load case 1), 21=21(load case 2), 20=55(load case 2), 18=48(load case 2),17=48(load case 2), 16=48(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0151, 2-3=1851/1616, 3-0=-1464/1060, 4-5=-677/453, 5-0=-0611584, 6-7=-621!712, 7-8=-510!718, 8-33=-516/181, 9-33=-4961113 ,9-1 0=0/25 BOT CHORD 2-22=143711435, 21-22=7701768, 21-34=-48/15,20-34=-65/63,19-20=-65/63,18-19=-65/63,17-i 8=-65/63, 16-17=-65/63, 15-16=-65/63,14-15=-65/63,13-14=-65/63,11-12=0/265, 9-11=0/265 WEBS 12-13=0/0, 7-12=-28110, 3-19=$6610, 4-15=-100610, 6-14=435/289, 8-12=-407/0, 8.11=0/168 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable studs spaced at 14-0 oc. 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. QF FE 6) Bearing atjoint(s) 12 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify SS capacity of bearing surface. N9� J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 786 Ib uplift at joint 2, 269 Ib uplift at joint 14 8) Load case(s) 3, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. M 9) This truss has been designed for a total drag load of 1500 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 3-0-0 � NO. 2587 for 500.0plf. Exp. 12/31/07 7D l 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7� LOAD CASE(S) Standard s% 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �% R'CTVJ �P Uniform �rF OF Vert 1-2p=-111(F=-59),10-33=-52,2-13=-16,9-12=-16)CAI*��� Trapezoidal Loads (piq Vert:2=-111(F=-59)-to-5=-192(F=-140),5=-192(F=-140)-to-33=-111(F=-59) This signature has been 3) Regular -Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 applied electronically THIS TRUSS IS DESIGNED TO TRANSFER 1,500 LBS FROM THE T.C. TO THE B.C. PROVIDE ANCHORAGE FOR UPLIFT AS SHOWN IN NOTE #7 ABOVE. 06/30/2006 Continued on page 2 Job . Truss ITrussType ay Ply �WOODWARD RESIDENCE WOODWARD D1G SPL GABLE 1 1 1,500# COLLECTOR TRUSS' Job Reference (optional)- - Anderson Truss. Dixon, Ca 95620. Paul Zehr - - - 6.200 s Jul 13 2005 MITek Industries. Inc. Fri Jun 30 11:57:28 2006 Pane 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: .1-2=-79(F=-59), 9-33=-71, 9-10=-20, 2-13=-16,9-12=-1 6 Horz: 23=102,3-5=106,5-8=106,8-9=99 Drag: 2-341=500 Trapezoidal Loads (plf) Vert: 2= -30(F=59) -to -3=-68(F=-97), 3=70(F=97) -to -5=-113(F=-140), 5=-207(F=-140)-to-B=134(F=-67), 8= -138(F= -67)4o -33=-130(F=-59) 4) Regular -Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=79(F=59), 9-33=31, 9-10=-20, 2-13=-16,9-12=-16 Horz: 23=-102, 3-5-106, 5-8=106, 8-9=-99 Drag:.2-34=500 Trapezoidal Loads (plfi Vert: 2=-128(F=59)4o-3=-166(F=-97), 3=164(F= -97) -to -5=-207(F=-140), 5=-113(F=.140}to-8=-40(F=-67), 8=36(F=67)4o-33=-28(F=-59) THIS TRUSS IS DESIGNED TO TRANSFER 1,500 LBS FROM THE T.C. TO THE B.C. PROVIDE ANCHORAGE FOR UPLIFT AS SHOWN IN NOTE #7. J. WNo. 2567 m Exp. 12/31/07 �c �t sIRV CTURP� �Q �IFOF CALF This signature has been applied electronically 06/30/2006 Job Truss Truss Type city PlyWOODWARD RESIDENCE WOODWARD D2 STEP COMMON 1 1 " - Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2214:25:53 2006 Page 1. 2-8-12 6-8-0 114-0 16-0-0 21-2-0 2-8-12 4-8-0 4-8-0 5-2-0 5x6 = Scale = 1:50.3 4 8.00 F12 3x6 3x6 3 5 3x6 2 6 v 1 Io a 0 4x6 = Id 9 8 7 3x10 II 4x10 3x6 = 4x6 3x8 = 2x4 II 3x4 -4.65 1211 2-10.8 6-8-0 11-4-0 16-0-0 20-5-8 z1 -2p 2-10-8 3-9-8 4-8-0 4-8-0 4-5-8 0-8-8 Plate Offsets MY): : 1:04-8 0-1-0 16:0-0-6,0-9-31, [6:0-M,0-0-21, 10:0-3-0Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.04 9-10 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.08 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.05 6 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 130 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-7-10 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEDGE Right: 2 X 6 DF No.2 REACTIONS (Ib/size) 1=707/0-5-8.6--707/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=185210,2-3=1110/0,34--746/0,4-5=-746/0,5-6=-101610 BOT CHORD 9-10=0/1438, 8-9=0/912, 7-8=07786, 6.7=0/786,1-10=0/1512 WEBS 2-9---541/0,3-8=-438/0,4-8=0/524,5-7=0/180, 5-8=294/0,3-9=0/281, 10-11=0/0, 2-10=0/565 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard Q OFFESS No.2567 Rt Exp. 12/31/07 �C sTR�CT%3 �P �TFOF CAI.\FO�� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Pity [lyWOODWARDRESIDENCE WOODWARD E1 COMMON 1 1 Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr, - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2210:55:09 2006 Page 1 1-0-0 4-8-0 9-4-0 1-0-0 4-8-0 4-8-0 1-0-0 4x6 11 Scale: 1/2"=1' 3 2X4 11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. ryl Uj No. 2567 m Exp. 12/31/07 sIRUCTVJ �rFCF CAl1F��� This signature has been applied electronically 06/30/2006 4-8-0. 9.4-0 —t 4-8-0 4-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.01 2-6 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 2-6 >999 240 BCLL 0.0 Rep Stress Incr ' NO WB 0.05 Horz(TL) 0.00 4 n/a nla BCDL ' 8.0 Code UBC97/ANSI95 (Matrix) Weight: 48 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 Stud G REACTIONS (Ib/size) 2=367/0-3-8,4--36710-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-362/0,3-4--362/0,4-5=0/25 BOT CHORD 2-6--0/247,4-6--0/247 WEBS 3.6=0/174 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. ryl Uj No. 2567 m Exp. 12/31/07 sIRUCTVJ �rFCF CAl1F��� This signature has been applied electronically 06/30/2006 Job I Truss �Truss Type qty PlyWOODWARD RESIDENCE WOODWARD E1G GABLE 1 1 Job Reference (optional) - Anderson Truss, Dixon, Ca 95620, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2211:10:26 2006 Page 1 1-0-0. 4-8-0 9-4-0 104-0 1-0-0 4-8-0 .4-8-0 1-0-0 4x4 = Scale = 1:23.2 THIS GABLE HAS BEEN CHECKED FOR A 20 PSF WIND LOAD PERPENDICULAR TO TOP CHORD(S) CAN BE NOTCHED THE GABLE PLANE. 6 BETWEEN JOINTS #2 & 10 FOR 4x2 4X4 = 4X4 = v Io REACTIONS (Ib/size) 2=122/9-0-0, 10=12219-4-0, 15=8019-0-0, 14=8019-0-0, 12=72/9-4-0,13=95/9.4-0,17=7219-0-0, 16=95/94.0 Max Grav 2=122(load case 1), 10=122(load case 1),15=80(load case 1), 14=80(load case 1), 12=72(load case 4), 13=97(load case 4), 17=72(load case 3), 16=97(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-4513, 34=-3419, 4-5=36f/, 5.6=-3010, 6-7=3010, 7-8=-3617, 8-9=3419, 9-10=-0513, 10-11=0124 BOT CHORD 2-17=0113, 16-17=0113,15-16=0113,14-15=0113, 13-14=0/13, 12-13=0113, 10-12=0113 WEBS 5-15=59/0,7-14--59/0, 9-12=56/0, 8-13=7410, 3-17=-56/0,4-16=7410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. w No. 2587 m Exp. 12/31/07 sAgrrM3 �\P F OF CAL* This signature has been applied electronically 06/30/2006 94-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deo Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.03 Vert(LL) -0.00 10 n/r 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 10' n/r 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 10 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=122/9-0-0, 10=12219-4-0, 15=8019-0-0, 14=8019-0-0, 12=72/9-4-0,13=95/9.4-0,17=7219-0-0, 16=95/94.0 Max Grav 2=122(load case 1), 10=122(load case 1),15=80(load case 1), 14=80(load case 1), 12=72(load case 4), 13=97(load case 4), 17=72(load case 3), 16=97(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-4513, 34=-3419, 4-5=36f/, 5.6=-3010, 6-7=3010, 7-8=-3617, 8-9=3419, 9-10=-0513, 10-11=0124 BOT CHORD 2-17=0113, 16-17=0113,15-16=0113,14-15=0113, 13-14=0/13, 12-13=0113, 10-12=0113 WEBS 5-15=59/0,7-14--59/0, 9-12=56/0, 8-13=7410, 3-17=-56/0,4-16=7410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. w No. 2587 m Exp. 12/31/07 sAgrrM3 �\P F OF CAL* This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty F1' COMMON 1 TP71YWC60DWARDRESIDENCEWOODWARD Reference o tlonal ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr _ 6.200 s Jul 13 2005 MITeklndustdes, Inc. Wed Jun 28 06:31:29 2006 Pagel -1-0-0 5-9-0 11-6-0 12-!L0- 2-6 01-0-0. 1-0-0, 5-9-0 5-9-01-0-0 5x6 — Scale =1:28.8 8.00 12 3 . a • 2 4 5 o 6 - 4x4 - 4x4 2x4 11 5-9-0 11-6-0 5-9-0 5-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.01 4-6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.03 4.6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 We n/a BCDL 8.0, Code UBC97/ANSI95 (Matrix) Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 r2 X 4 DF Stud G REACTIONS (Ib/size) 2=43910-5-8,4=439/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3— 44 /0, 3-0=-04810, 4-5=0125 BOT CHORD 2-6--0/308,4-6--0/308 WEBS 30/214 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. w No, 2587 rrn Exp. 12/31/07 X �lgTIRV CT%J FOF CAI.%FO� This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty PlyWOODWARD RESIDENCE WOODWARD FG GABLE 1 1 - Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - - - 6200 a Jul 13'2005 MITek Industries, Inc. Wed Jun 28 06:38:05 2006 Page 1 -1-0-0 5-9-0 11-6-0 12-6-0 1-0-0 5-9-0 5 9 0 '-0-0 . Scale = 1:27.2 4x6= THIS GABLE HAS BEEN CHECKED FOR A 20 PSF WIND LOAD PERPENDICULAR TO TOP CHORD(S) CAN BE NOTCHED THE GABLE. PLANE. 7 BETWEEN JOINTS #2 & 12 FOR 4x2' 8 OUTLOOKERS AT 24" O.C. 6 8.00F12 9 5 4 10 11 3 1-0-8 v 2 12 d'13Js 4x4 ZU IV,4x4 = 11-6-0 11-6-0 Plate Offsets MY): : :0-3-0Ede . LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.03 Vert(LL) -0.00 12 n/r 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 12 nlr 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 12 nla n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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. OTHERS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=122/11-6-0,12=122111-6-0,18=73/11-6-0,17=73/11-", 14=72/11-&0,15=96/11-6-0, 16=81111-6-0, 21=72111-6-0, 20=96/11-6-0, 19=81/11-6-0 Max Grav 2=122(load case 1), 12=122(load case 1),18=73(load case 1), 17=73(load case 1),14=72(load case 4), 15=96(load case 4),16=82(load case 4), 21=72(load case 3) , 20=96(load case 3),19=82(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-0413, 3-0=-34110, 45=3518, 5-5=32/3, 6-7=3010, 7-8=-3010, 8-9=3213, 9-10=-3518,10-11=34/10,11-12=-04/3,12-13=0124 BOT CHORD 2-21=0113,20-21=0/13,19-20=0113,18-19=0113,17-18=0/13,16-17=0113,15-16=0113,14-15=0/13,12-14=0113 WEBS 6-18=-53/0, 8-17=-5310, 11-14=-55/0, 10-15=-73/0, 9-16=-6410, 3-21=-55/0, 4-20=-73/0, 5-19=-6410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 14-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q OFFESS N J. �ql ILU N0.2587 m Exp. 12/31/07 trr srR�CTt3RP� qrF OF CAIJEOQ` This sigliature has been applied electronically 06/30/2006 Job Truss Truss Type Ory Ply" WOODWARD RESIDENCE WOODWARD G1 CORNER GIRD 1 1 - Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2910:31:31 2006 Page 1 0-2-4 5-5-0 .10-10-0 16-1-8 17-3$ 0-2-4 5-2-12 5-5-0 5-3-8 1-2-0 2x4 11 Scale = 1:63.0 5 4 8x8 i 3 7.39F12 ' 4x6 11 2 1 v 5x6 — 8 7 6 3x6 11 5x8 11 5x8 11 0-z4 5-5-0 10-10-0 16-1-8 0-24 5-2-12 5-5-0 5-3-8 Plate Offsets MY): : 3:0-0-00.4-8 6:0-5-00-2-0 V:04-8.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC" 0.11 Vert(LL) -0.02 7-8 >999 360 MT20 2201195 " TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.05 7.8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-6,3-6 REACTIONS (Ib/size) 1=96410-3-8,6--1906/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1511/0,2-3=-92710,3-4=-79/60,4-5=-36/0 BOT CHORD 1-9=0/1200, 8-9=0/1200, 8-10=0/1200, 7-10=0/1200, 7-11=01726, 6-11=0/726 WEBS 4-6=18310, 2-8=01422, 2-7=55510, 3-7=0/1106, 3.6=120210 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load n o nc on c u rrent with any other live loads. 2) A plate rating reduction of 20 % has been applied for the green lumber members. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 Ib down at 4-10-8,123 Ib down at 4-10-8, 292 Ib down at 10-0-12,292 Ib down at 10-0-12, and 454 lb down at 15-3-8, and 454 lb down at 15J-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-52,1-6=-16 Concentrated Loads (lb) FF E$ S Vert: 9=246(F=-123, B=123)10=-584(F=-292, B=292)11=908(F=-454, B=-454) N U N0. 2587 m Exp. 12/31/07 X srgrrR�CTO E OF CAlW This signature has been applied electronically 06/30/2006 Job Truss Truss Type city Ply IWOODWARD RESIDENCE WOODWARD G1A MONO TRUSS 1 1 Job Reference o do ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - - 6.200 s Jul 13 2005 MITek I OF 6i 5-5-0 10-10-0 146-12 171-8 0-6-4 4-10-12 5-5-0 3-8-12 2-8-12 5 Scale = 1:57.1 t,P,N J. ui N0.2587 m Exp. 12/31/07 CT V%J �P grFOF CAl1F��� This signature has been applied electronically 06/30/2006 1 0 6x10 11 8 7 6 3x6 11 4x6 = 3x4 Or6i 5-5-0 10-10-0 14-6-12 0-64 4-10-12 5-5-0 3-8-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.02 1.8 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.05 1-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.01 6 n/a n/a BCDL 8.0 Code UBC97/ANSI95 .(Matrix) Weight: 117 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-6 WEDGE Left: 2 X 4 DF Stud REACTIONS (Ib/size) 6=158810-3.8, 1=108910-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=1520/0,2-3=-665/0,34=-411173,4-5=196/0 BOT CHORD 1-9=0/1204,8-9=0/1204,8-10=011204,7-10=0/1204,6-7=01454 WEBS 4-6=-704/0, 2.8=01598, 2-7=-88610, 3-7=0/810, 3.8=96610 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 452 Ib down at 4-1-0, and 256 Ib down at 9-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Concentrated Loads (lb) Vert: 9=-452(F) 10=-256(F) Trapezoidal Loads (plf) Vert: 1= -55(B= -3) -to -5=-137(B=$5), 1= -17(B= -1)4o -6=-38(B=-22) pFFESs t,P,N J. ui N0.2587 m Exp. 12/31/07 CT V%J �P grFOF CAl1F��� This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty PlyWOODWARD RESIDENCE WOODWARD G2 GIRDER 1 1 -Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Jun 2913:50:46.2006 Page 1 1-1$ 6-3-0 11-9-0 17-3-8 22-10-0 28.4-0 34-7-0 35 8$ 1-1-8 6-3-0 5-6-0 5-6-8 5-6-8 5-6-0 6-3-0 1-1-8 Scale = 1:76.4 8x12 = 5 8x8 i 8x8 4 6 7.39F12 4x6 11 4x6 11 r 3 7 1 2 8 9 I� 0 0 6x12 = 14 13 12 11 10 6x12 3x6 11 6x6 = 10x14 = 6x6 = 3x6 II 6-3-0 11-9-0 17-3-8 22-10-0 284-0 34-7-0 6-3-0 5-6-0 5-6-8 5-6-8 5-6-0 6-3-0 Plate Offsets KY): : 2:1-0-2 0-0-3 [4:0-",0-4-81, 0.4.8 6:0-0 0 04-8 :0-M 0-0-0[8:1-0-2,0-0-31, 12:0-7-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.20 11-12 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.4211-12 >967 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.15 8 We nla BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 261 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 2-0-4 oc purlins. BOT CHORD 2 X 6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G *Except* WEBS 1 Row at midpt 4-12,6-12 5-122 X6 DFNo.2G REACTIONS (lb/size) 2=415510-5-10,8=4011/0-5-15 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=711010,34-A497 4-5=564410,5-6=538410,6-7=-6284/0,7-8=-6830/0,8-9=0/30 BOT CHORD 2-14=015866,13-14=015866,12-13=0/5373,12-15=0/5274,11-15=0/5274,11-16=0/5669,10-16=0/5669,10-17=015669,8-17=015669 WEBS 3-14=0/302, 3-11---608/0,4-13=0/593,4-12=134310,5-12=0/4801,6-12=1180/0, 6-11=0/1190, 7-11=-08610, 7-10=01458 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1012 Ib down at 17-3-8, 1012 Ib down at 17-3-8, 441 Ib down at 19-9-0, 441 Ib down at 19-9-0, 275 Ib down at 24.11.8, 275 Ib down at 24-11-8, and 108 Ib down at 30-2-8 and 108 Ib down at 30-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2=-52, 59=-52, 8-12=-16 Concentrated Loads (lb) OFFE$g Vert: 12=-2024(F=-1012, B=-1012)15=-882(F=-441, B=-041)16=550(F=275, B=-275)17=216(F=108, B=-108) Trapezoidal Loads (plf) N J. Vert: 2=-54(F=-1, 121=-1)-to-5=-232(17=90, B=-90), 2=-16-to-12=-72(F=-28, B=28) UJ NO-2567 m Exp. 12/31/07 * 7k sIRVCTU�P� �P �rFOF CAt1F��� This signature has been applied electronically 06/30/2006 Job Truss �TrussType pry PlyWOODWARDRESIDENCE WOODWARD K7 FLAT GIRDER 1 1 Job Reference (optional)" Anderson Truss, Dixon, Ca 95620, Paul Zehr - - - 6.200 s Jul 13 2005 MITek Industries, Inc. FriJun 30 09:10:47 2006 Page 1 33-5-7 6-10-14 4x6 1 I -5'7 3.6 113-5-7 4x6 11 Scale = 1:62.9 1 2 3 6 5 4 2x4 II 6x8 = 2x4 11 3-5.7 6-10-14 3-5-7 3-5-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.07 Vert(LL) -0.01 5-6 >999 360 MT20 2201195 . TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.02 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.00 4 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF No.18Btr G WEBS 1 Row at midpt 1-6,3-4,2-5 REACTIONS (Ib/size) 6=1012/Mechanical, 4=1012/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/0,2-3=180/0 BOT CHORD 5-6=-0/0,4-5=-010 WEBS 1--"67/0,34=-668/0,1-5=0/611,2.5=178/0,3-5--0/612 NOTES 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-52,4-6=254(F=-238) J. '! w No. 2567 R1 CA:Exp. 12/31/07 X �rRUCTURP� grFOF CAl\F��� This signature has been applied electronically 06/30/2006 Job Truss ;. OryPly RESIDENCE WOODWARD ]TrussType L1 MONO TRUSS 1 ` IWOODWARD Job Reference (optional)_ ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr ' - - 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Jun 2813:07:03 2006 Page 1 5-2-0 10-0-0 15-1-0 . .. 20-3-13- 5-2-0 4-10-0 5-1-0 5-2-13' 2x4 I I Scale = 1:56.6 5 6x8 4 5x6. 11 3 5.66F12 8x8 g 1 0 5x10 9 8 7 6 34- 11 8x8 = 8x10 11 6x8 11 5-2-0 10-0-0 15-1-0 20-3-13 5-2-0 4-10-0 5-1-0 5-2-13 Plate Offsets (X,Y): 2:0-4-0 0-4-8 4:0-4-0 0-2-8 :0-5-0 0-3-8 8:0-0-00-5-0 LOADING (psf) SPACING 2-M . CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.10 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.20 8.9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.06 6 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 299 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 5-3-13 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-6 REACTIONS (Ib/size) 1=4834/0-5-8, 6=566910-7-15 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=9026/0,2-3=-6759/0,3-4---3597/0,4-5=-69133 BOT CHORD 1-10=0/8086, 940=0/8086, 9-11=0/8052,11-12=0/8052, 8-12=0/8052, 8-13=0/6083, 7-13=016083, 6.7=0/3225 WEBS 5.6=-104/0, 2-9=0/1805, 2-8=2209/0, 3-8=0/3738, 3-7=-3888/0, 4-7=0/5689, 4-6=-5530/0 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Girder carries tie-in span(s): 20-M from 0-0-0 to 8-7-8; 32-0-0 from 8-7-8 to 20-3-13 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 2-8-14,162 Ib down at 5.6-13, and 258 Ib.down at 8-0-12, and 194 lb down at 10-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard QFIFESS 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 - N Uniform Loads (plf) Vert: 1-5=52, 1-12=-322(B=-306), 6-12=-526(B=-510) Concentrated Loads (Ib) Vert: 10=75(F)11=462(F)12=-258(F) 13=194(F) uj N0.2567 M Exp. 12/31/07 �D * 7k sl sIRUCTVJ This signature has been applied electronically 06/30/2006 Job - Truss Truss Type Oty Ply- WOODWARD M1 MONC TRUSSb EOCIDWARDRESIDENCE Reference (optional)' ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - 6.200 s Jul 132005 MITek Industries, Inc. Wed Jun 28 09:41:27 2006 Page 1 11-0 0 7-9-0 13-9-15. 1 0_p 7-9-0 6-0-1.5 2x4 I I Scale= 1:57.1 4 8-0052 3x6 3 X12 CD 4x6 = 6 5 2x4 li 4x4 7-9-0. 13-9-15 7-9-0 6-0-15 Plate Offsets MY): : 2:0-0-0 0-0-2 LOADING (psf) SPACING 2-M CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.05 2-6 >999 360 MT20 2201195 . TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.09 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-M cc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. WEBS 2 X 4 OF Stud G WEBS 1 Row at micipt 4-5 REACTIONS (lb/size) 2=52410-5-8,5=454/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125,2-3=-50310,3-4---112/42 BOT CHORD 2-6--01353,5-6=0/353 WEBS 4-5=106/0,3-6=0/281, 3-5=-474/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard P OFFESS UJ No, 2587 m Exp. 12/31/07 -D �'rgrrRIICTVJ E OF CAL%F This signature has been applied electronically 06/30/2006 Job Truss Truss Type City Ply WOODWARD RESIDENCE WOODWARD M2 MONO TRUSS I .1 Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr ' - - 6.200 s Jul 13 2005 MITek-Industries, Inc. Wed Jun 28 09:41:58 2006 Pagel -1-0-0 4-9-0 9-0-0 1-0-0 4-9-0 4-3-0 2x4 11" Scale = 1:38.6 4 8.00 rl2 3x6 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20 % has been applied for the green lumber members. LOAD CASE(S) Standard J. U) No. 2567 m Exp. 12/31/07 `j'l sIR 'CTO �P �� OF CA1UF0�� This signature has been applied electronically 06/30/2006 v 2 R. 0 4x4 = 6 5 2x4 11 4x4 = 4-9-0 9-0-0 4-9-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/clef! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC_ 0.11 Vert(LL) -0.01 2-6 >999 360 MT20 220/195 ' TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.02 2.6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) '0.00 5 We n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&BtrG BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=362/0-5-0, 5=289/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3---34110,34---73134 BOT CHORD 2-6--01225,5-6--0/225 WEBS 4-5=-8210,3-6=0/192,3-5---289/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20 % has been applied for the green lumber members. LOAD CASE(S) Standard J. U) No. 2567 m Exp. 12/31/07 `j'l sIR 'CTO �P �� OF CA1UF0�� This signature has been applied electronically 06/30/2006 Job Truss Truss Typepty Pty WOODWARDRESIDENCE WOODWARD M2A MONO TRUSS 1 1 Job Reference (option 1 ANDERSON TRUSS, Lathrop, CA 95330-9607; Paul Zehr - - 6100 s Jul 13 2005 MiTek indusbies, Inc. Thu Jun 29 09:05:48 2006 Pagel -1-0-0 4-2-1 1-0-0 . 4-2.1 Scale: 1/2"=1' 2x4 11 3 8.00 22 2 dl NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q N J. �l w No. 2587 m Exp. 12/31/07 srR�CTIJ �P �rFOF CAL%E This signature has been applied electronically 06/30/2006 4x4 = 2x4 11 42-1 4-2-1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.01 2-4 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0:02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 nla n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 4-2-1 oc purlins. BOT CHORD 2 X 4 DF Stud G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=20010-3-8,4--123/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125,2-3=-65/42 BOT CHORD 24=010 WEBS 3-4=-9210 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q N J. �l w No. 2587 m Exp. 12/31/07 srR�CTIJ �P �rFOF CAL%E This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qry Ply �WOODWARD RESIDENCE WOODWARD M3 MONOT . RUSS 1 � 1 Job Reference (optional) ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - - - - - 6.200 s Jul 13 2005 MITek industries, Inc. Wed Jun 28 09:42:37.2006 Page 1 3-11=7 9-0-0 3-11-7 5-0-9 2x4 11 Scale = 1:37.5 i8.00 F12 2 4 3 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard v J. � No. 2587 m Exp. 12/31/07 s'l srRUCTO �P �rFOF CAl.1F��� This signature has been applied electronically 06/30/2006 2x4 11 4x4 = 3-11-7 . 9-0-0 3-11-7 5-0-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ltd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 3-4 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.04 3.4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 9-0-0 oc purlins. BOT CHORD 2 X 4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G REACTIONS (lb/size) 4=162/Mechanical, 3=162/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55155 BOT CHORD 3-4=-0/0 WEBS 2-3=124/0,1-4--124/0,1-3=0/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard v J. � No. 2587 m Exp. 12/31/07 s'l srRUCTO �P �rFOF CAl.1F��� This signature has been applied electronically 06/30/2006 Job Truss Truss Type qty Ply WOODWARD RESIDENCE ' WOODWARD M4 MONO TRUSS 1 1 Job Reference (optional)_ ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s JUI 13'2005 MITek Industries, Inc. Wed Jun 28 09:43:412006 Page 1 5-11 7 13-9-15. 5-11-7 7-10-8 2x4 11Scale =1:56.0 2 8.00 12 e 4 3 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. h� Ui No. 2587 m Exp. 12/31/07 �rR'CT\3 �P �rFOF C 0 This signature has been applied electronically 06/30/2006 2x4 11 4x4 = 5-11-7 13-9-15 5-11-7 7-10-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 3-4 >590 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.45. Vert(TL) -0.28 3-0 >328 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) . Weight: 61 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 10-0-0 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 Stud G WEBS 1 Row at midpt 2-3,1-3 REACTIONS (Ib/size) 3=258/Mechanical, 4=258/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=$7/87 BOT CHORD 3-0=0/0 WEBS 2-3=197/0,14--1197/0,1-3=0/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. h� Ui No. 2587 m Exp. 12/31/07 �rR'CT\3 �P �rFOF C 0 This signature has been applied electronically 06/30/2006 Job Truss Truss Type pry Ply WOODWARD MS MONO TRUSS 1 1 �WOODWARD.RESIDENCE' Job Reference6 11 Anderson Truss, Dixon, Ca 95620, Paul Zehr ndu 6.200 s Jul 13 2605 MITekisMes, Inc. Fri Jun 30 09:15:18 2006 Paget �1-0-0 7-9-0 13-5-2 1-0-0 7-9-0 5-8-2 2x4 II Scale= 1:55.6 4 8.00 F12 3x6 �i 3 2 �1 0 4x6 = 6' S 2x4 11 4x4 7-9-0 13-5-2 7-9-0 5-8-2 Plate Offsets X Y : [2:0-0-0,0-0.21. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.05 2-6 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.10 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 85 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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 Stud G WEBS 1 Row at micipt 4-5 REACTIONS (Ib/size) 5=441/Mechanical, 2=511/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-477/0, 34=-107/36 BOT CHORD 2-6--0/331,5-6--0/331 WEBS 4-5=94/0, 3-0=01273, 3-5=-45910 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OFFESS J. �ql LU No.2587 m Exp. 12/31/07 'i� sIR 'CT %J �P grFOF CALW This signature has been applied electronically 06/30/2006 Job Truss Truss Type City Ply WOODWARD RESIDENCE WOODWARD M6 MONO TRUSS 1 1 Job Reference (optional) ANDERSONTRUSS, Lathrop, CA 95330-9607, Paul Zehr - - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Wed Jun 28 09:53:44 2006 Page 1. 1-0-0 4-9-0 8.7.3 1-0-0_ 4-9-0 3-10-3 2x4 11 Scale = 1:37.0 4 J. �'9l UJ No. 2567 m Exp. 12/31/07 X t1'� srRUM.)RP� �P �rF OF CAL%F This signature has been applied electronically 06/30/2006 a 2 0 4x4 = 6 5 2x4 I I 4x4 = 4-9-0 8-7-3 4-9-0 3-10-3 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/def! Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.01 2.6 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.02 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 5 We n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 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 Stud G REACTIONS (Ib/size) 2=34810-5-8,5=275/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3---315/0,34---67/29 BOT CHORD 2-6--0/204,5-6--0/204 WEBS 4-5-71/0, 3.6=01184, 3-5=273/0 NOTES 1) This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard J. �'9l UJ No. 2567 m Exp. 12/31/07 X t1'� srRUM.)RP� �P �rF OF CAL%F This signature has been applied electronically 06/30/2006 Job Truss Truss Type Ory PlyWOODWARD RESIDENCE WOODWARD M6A MONO TRUSS 1 1 .. Job Reference (optional) 7 -ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jun 29.09:04:17.2006 Page 1 -1-0-0 . 3-9.4 1-0-0 3-9.4 Scale: 1/2"=1' 2x4 11 8 8-00F12 2 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard IJ J. X No. 2567 m Exp -.12/31/07 `sl sIRIJCTURP� �P This signature has been applied electronically 06/30/2006 4x4 = 2x4 11 3-9-0 '3-9-4 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/def] Ud PLATES GRIP TCLL 16.0 Plates Increase .1.25 TC 0.07 Vert(LL) -0.01 24 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.02 • 24 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 8.0 Code _ UBC97/ANSI95 (Matrix) Weight: 21 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 3.9.4 oc purlins. BOT CHORD 2 X 4 DF Stud G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G REACTIONS (Ib/size) 2=188/0-3-0, 4=108/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-59/37 BOT CHORD 2-4=0/0 WEBS 3-0=-01/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard IJ J. X No. 2567 m Exp -.12/31/07 `sl sIRIJCTURP� �P This signature has been applied electronically 06/30/2006 Job Truss. Truss Type Qty WOODWARD M7 MONO TRUSS ]PlyIWOODWARD.RESIDENCE 1 - Job Reference o tional . Anderson Truss, Dlxon, Ca 95620, Paul Zehr - 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Jun 30 09:17:29 2006 Page 1 r1 -0-Q• 6-0-0. 12-3-0 1-0-0 . 6-0-0 6-3-0 6x8 = Scale = 1:50.3 . 4 8.00 12 4x4 11 3 4x8 — 4x8 ' 12 I 0 4x4 = 6 5 2x4 11 4x4 11 6-0-0 12-3-0 6-0-0 6-3-0 Plate Offsets X Y :. 4:0-" Ede :0-3-0 0-2-0 [7:0-3-0.0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.02 5-6 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.04 5-6 >999 240 . BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.00 7 n/a nla BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEBS 1 Row at midpt 4-5 OTHERS 2 X 6 OF No.2 G REACTIONS (lb/size) 2=453/0-3-8,7=395/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0125,2-3=-457/0, 3-0=100150 BOT CHORD 2-6=01329, 5-6=01329 WEBS 5-7=0/280, 4-7=-11710, 30/241, 3.5=-01110 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard OFFESg N J. Nql h� y Uj No.2567 m Exp. 12/31/07 srgrTR�M3 ' ��\P FOF CAL* This signature has been applied electronically 06/30/2006 Job Truss Truss Type Qty Ply,WOODWARD RESIDENCE WOODWARD M8 MONO TRUSS 1 " Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr . - - - 6.200 s Jul 13 2005 MiTek Industries, Inc: Fri Jun 30 09:18:18 2006 Page 1 -1-0-0 6-0-0 10-3-0 1-0-0 6-0-0 4-3-0 6x8 = Scale = 1:42.6 4 8.00 F12 4x4 11 3 rz 4x8 = '4x8 v 2 �1 I� 0 4x4 = 6 5 2x4 11 4x4 11 6-0-0 , 10-3-0 6-0-0 4-3-0 Plate Offsets MY): : 4:0-4-0 Ede [7:0-3-0,0-2-01, [7:0-3-0,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.02 2-6 >999 360- MT20 220/195" TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.04 2-0 >999 240. BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 7 n/a n/a BCDL 8.0 Code UBC97/ANS195 (Matrix) Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 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-" oc bracing. WEBS 2 X 4 DF Stud G OTHERS 2 X 6 DF No.2 G REACTIONS (Ib/size) 2=386/0-3-0, 7=327/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3---327/0,34--75/23 BOT CHORD 2-6=009,5-6=0/219 WEBS 5-7=0/268,44=59/0, 3-6=0/199, 3-5=-335/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. ' 3) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard OFFE$g J. N4l Uj NO.2567 m IX Exp- 12/31/07 sr sIR 'CTVJ `P �rF OF CA1.%E This signature has been applied electronically 06/30/2006 Job Truss ' Truss Type qty Ply WOODWARD RESIDENCE ' WOODWARD M9 MONO TRUSS 1 1 Job Reference (optional) - Anderson Truss, Dixon, Ca 95620, Paul Zehr - - - - 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Jun 30 09:18:46 2006 Page 1 1-0.0 8-3-0 .1-0-0 8-3-0 6x8 = Scale = 1:34.9 3 8.00 12 4x8 = v. 2. o 5 0 1 4x4 = 4 3x4 11 8-3-0 8-3-0 Plate Offsets KY): : 3:0-0-8 Ede [5:0-3-0,0-2-01 LOADING(psf) SPACING -2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates increase 1.25 TC 0.39 Vert(LL) -0.15 2.4 >612 360 MT20 . 220/195 TCDL 10.0 Lumber Increase 1.25 SC 0.44 Vert(TL) -0.26 2.4 >340 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 5 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 521b LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 8-3-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Stud G OTHERS 2 X 6 OF No.2 G REACTIONS (Ib/size) 2=31910-3-8, 5=25810-3-8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-87/95 BOTCHORD 2.4=-510 WEBS 4.5=0/135, 3-5=-198/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20 % has been applied for the green lumber members. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard Q OFFESS h Uj NO.2587 m Exp. 12/31/07 ;ID �r srR�CT11�P� �P q 60F CAl1F0�� This signature has been applied electronically 06/30/2006 Job Truss city Ply WOODWARD RESIDENCE WOODWARD M10, �TrussType MONO TRUSS 1 1 ' - Job Reference (optional) Anderson Truss, Dixon, Ca 95620, Paul Zehr - - - • 6.200 s Jul 13 2005 MITek Industries, Inc. Fri Jun 30 09:19:13 2006 Page 1 r 6-3-0 1-0-0 " 6-3-0 6x8 = Scale = 1:27.2 • 3 8.00 12 4x8 v 2 d' 5 0 d 4x4 = 4 3x4 11 6-3-0 6-3-0 Plate Offsets X Y : 3:0-0-8 Ede 15:0-M,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.04 24 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.08 24 >863 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 5 nla n/a BCDL 8.0 Code UBC971ANSI95 (Matrix) Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-3-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Stud G OTHERS 2 X 6 DF No.2 G REACTIONS (Ib/size) 2=252/0-3.8, 5=18810-3-8 FORCES(Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-65f71 BOT CHORD 24=-510 WEBS 4-5=0199, 3-5=144/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard Q OFFESg J. �'4l L N0.2567 M Exp- 12/31/07 X 'r sIR 'CT%jt �P ��TFOF CAI -%V - This signature has been applied electronically 06/30/2006 Job . I Truss Truss Type - Oty Ply WOODI WOODWARD M11 MONO TRUSS 1 1 Job Ref ANDERSON TRUSS, Lathrop, CA 95330.9607, Paul Zehr - - 6.200 s Jul 13 -1-0-0 2-5-8 1-0-0 2-5-8 2x4 11 1 YJIY - - -LRY II E as, Inc. Thu Jun 29 08:24:37 2006 Page 1. Scale: 3/4"=1' it J. Lij No. 2567 m rn Exp. 12/31/07 'CT$%J qrF OF CAL% C This signature has been applied electronically 06/30/2006 2-5-8 2-5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (foc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.04 Vert(LL) -0.00 2-4 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.00 2.4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 6 OF No.2 G TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 DF Stud G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud G REACTIONS (Ib/size) 2=149/0-3-8,4--5810-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/15, 2-3=-44!18 BOT CHORD 2-0=010 WEBS 3-0=-41/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard it J. Lij No. 2567 m rn Exp. 12/31/07 'CT$%J qrF OF CAL% C This signature has been applied electronically 06/30/2006 Job Truss Truss Type pry RESIDENCEWOODWARD M12 MONO TRUSS IPIY 1 IWOODWARD ' - Job Reference (optional), ANDERSON TRUSS, Lathrop, CA 95330-9607, Paul Zehr - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Jun 2913:59:08.2006 Page'? 0130 6-0-0 11-9-8 0-3-8 5-8 8 5-9-8 2x4 11 Scale: 114"=1' 3 8.00 12 4x6 I 2 1 4x10 11 5 4 2x4 11 4x4 =. 013x8 6-0-0 11-9-8 0-3-8 5-8-8 5-9-8 Plate Offsets X Y : 1:0-3-8Ed e LOADING (psf) SPACING 2-M CSI DEFL in (ioc) Ildefl L/d PLATES GRIP TCLL 16.0' Plates Increase 1.25 TC 0.21 Vert(LL) -0.02 4-5 >999 360 MT20 2201195 TCDL 10.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.00 • 4 nla n/a BCDL 8.0 Code ' UBC97/ANS195 (Matrix) Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud G WEDGE Left: 2 X 4 DF Stud REACTIONS (Ib/size) 1=38110-3-8,4--381/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44510,2-3=-100/46 BOT CHORD 1-5=0/318,4-5=0/318 WEBS 34=11310, 2-5=01238, 2-4=-394/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load n oncon c u rre nt with any other live loads. 2) A plate rating reduction of 20 % has been applied for the green lumber members. LOAD CASE(S) Standard OFFESg UJ N0.2567 m Exp. 12/31/07 iC �R'CT13 OF CAFE This signature has been applied electronically 06/30/2006 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061938 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/28/2006 APN: 018-440-113-000 the Business and Professions Code, and my license is in full force and effect. ' 2%� �t 7' -� ('ILA CiJ License Class : License Number: 1pp(�Site Address: 655 COYOTE WAY CHI Date: 1� �% Contractor: -A I'L2 Map Index: Description: POOL MASTER # 01-513. 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: WOODWARD, TRACE AND SHERYL 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 2288 BLOOMINGTON AVE 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any . 95928 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).): 530-624-2701 ❑ 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: EMERALD POOLS 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 3138 TANGEMAN TRAIL year of completion, the owner -builder will have the. burden of PARADISE, CA 95969 proving that he or she did not build or improve for the purpose of sale.). 530-877-3638 ❑ I, as owner of the property, am exclusively contracting with emerald@chico.com 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 Contractor: EMERALD POOLS pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 3138 TANGEMAN TRAIL PARADISE, CA 95969 Date: Owner: 530-877-3638 emerald@chico.com WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 721764 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy M., Total Square Ft: 0 S. F. Valuation: $0.00 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 Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'It `1 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply withprovisions. those Date: r 2>.,J, Applicant: t` WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolufo to do work.indicatel above for which fees have been paid. OyCu performance of the work for which this permit is issued (Sec 3097 Civ.) Date: - O Name: By. " ` f PERMIT EXPIRES ON:y` - / Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O 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: ?P, f, t- l/Q�� z Signature: �� ✓ 1 " r� " `� Date: 14 ❑ owner ❑ Contractor ❑ Agent for Owner XAgent for Contractor Es. C. bunoing rermn vi -10 -vv py i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEAR LY*^tl)/5/ CONTRACTOR OWNER INFORMATION Last Name, < City Cj..'t irst N� Address cmo t City Cco E-mail. StateC� Zip �S�G� "{ Phone Fax Fax E-mail State License Number CONTRACTOR Name l�weS Address YL 41M City Cj..'t State Zipgst -13 PhoneL�2�,��33 Fax E-mail. Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name µ Address Slate City Phone State Zip Phone Subdivision Name Fax E-mail Page State License Number APPLICANT INFORMATION Name Zoning Address City Slate Zip Phone Fax E-mail APPLICANT SIGNATURE X U For office use only: AP# 1K Zoning I JP00 I Flood Zone WORKER'S COMPENSATION SRA es No Occ. IR, Type Const. ou Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. C& _/ qS BP BIN N ROJECT LOCATION AP# 1K Prope 90 res p �5 Citx 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 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: I -401 -\Sts Sq F - Living Garage Open Cov O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. 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:—?P- Amount: ZBldg SRA Receipt #: 1 Sheriff SUP Dat ' Other Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensatior�Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTYiOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION k 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ap4LIZ -1 C/ 31K OWNER: b�-a4lX�� �t�, ASSESSOR PARCEL NUMBER (J!y- Proposed Building Use: Tit- / /%STYC Permit Technician: Date: I ams required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon rec!0 of the following items.) ::�r 14. Sanitation and site plan approval from the Environmental Health Department in • Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ . 18. Erosion Control Plan Required........................................................................ ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: �] 23. Planning approval for (A) Use: Q -i-- (B) Parking: (C) Parcel Check:..!...... �y 4 0 24. Contact Land Development about _ Improvements, _ Drainage ........................ E❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPD ... ...... ..... ES Form............................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone D q9",135_21 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: IMCA F-) rmraez ref!�, Date: t)(D 1. Index permit applica o for the above items mbered: Plan Check Lgtter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone,- ❑ mail, ❑ coun er, by Date: Plans reviewed by: limos Dated �r4 /mei Plans approved by: Gaf Dater ri G Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 UEB_QSE_QNLY Plot Plan Attached Floor Plan Attached Sent to BD/DS / TO:. Building Division — Development Services FROM-- Environmental Health SUBJECT: Sanitation Clearance we-lalwe--ld SSS Gide Zzy, , gyp- 44� -/13 Owner Location AP# Plan Approved for: Sewage Disposal: X Water Supply: Public Private Well Clearance for tivve". Other In' Hold final for: Final clearance O.K. for: NOTE: J Environmental Health Specialist Date Building Clearance 9/2005 o o&��, Department of Public Works V, C o u n t y. o f B u t t e 0 1� J. Michael Crump, LAND DEVELOPMENT DIVISION c i� Storm Water Management Program Director 7CounlyCenter Drive // Oroville, CA 95965 )530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase .II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE] Project Description:vCJ�- Project Location and/or Parcel Number: L�L,t� Wft� 194"kQ n3 By signing below, I, the project owner/owner's*agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that 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 thanone acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. [ am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other.permits or other sanctions provided by law. Signed: Title: P•J�i 1 16-11•6 22-7-8 33-8-15 24-10-6 23.10.7 � ANDERSON TRUSS TRUSS HANGER SCHEDULE TRUSS AS TO TRUSS L1 SUR24 TRUSS A20 TO TRUSS K1 LUS24 2050 EAST LOUISE AVE. pp % TRUSS A6 TO TRUSS G1 A TJC37 TRUSS A23A TO TRUSS L1 LUS24 LATHROP, CA 95330°Q TRUSS A7 TO TRUSS G1A TJC37 TRUSS A24 TO TRUSS L1 HUS26 (209) 858-5584 FAX (209) 858-4584 TRUSS A10 TO TRUSS A25 SUL26 TRUSS K1 TO TRUSS A19 HUS26 Designer: Paul Zehr+° °.�` TRUSS A10 TO TRUSS C5 LUS24 TRUSS K1 TO TRUSS G2 HGUS26XSKR/L22.5 p ry`•' TRUSS A11 TO TRUSS A25 SUL26 TRUSS M1 TO TRUSS G1 TJC37 NOTE: THIS LAYOUT IS PROVIDED TO THE lb TRUSS A11 TO TRUSS C5 LUS24 TRUSS M2 TO TRUSS Gi TJC37 FRAMER AS A CONVENIENCE TO SHOW y 'sw TRUSS Al2 TO TRUSS A25 SUL26 TRUSS M2A TO TRUSS G1 TJC37 T TRUSS LOCATIONS AND TRUSS TO TRUSS oy b TRUSS Al2 TO TRUSS C5 LUS24 TRUSS M3 TO TRUSS G1 TJC37 CONNECTIONS ONLY. ALL HANGERS TO BE oF� SIMPSON ONLY. THIS LAYOUT IS NOT TO BE o� ,y TRUSS A13 TO TRUSS A25 SUL26 TRUSS M3 TO TRUSS L1 SUR24 USED AS A STRUCTURAL FRAMING PLAN. °pp 00� oP 1D,, TRUSS A13 TO TRUSS C5 LUS24 TRUSS M4 TO TRUSS G1 TJC37 TRUSS A14 TO TRUSS A25 SUL26 TRUSS M4 TO TRUSS L1 SUR24 WARNING: BUILDING DESIGNER AND �PP�y4 pyy° TRUSS A14 TO TRUSS CS LUS24 TRUSS M5 TO TRUSS G2 TJC37 FRAMER MUST CONSIDER COMPRESSION o`' �°°"y e°° TRUSS A15 TO TRUSS C5 LUS24 TRUSS M6 TO TRUSS G2 TJC37 AND SETTLEMENT OF FRAMING MEMBERS AT ALL GIRDER AND HEAVILY LOADED 0P� Pti' TRUSS A16 TO TRUSS C5 LUS24 TRUSS M6A TO TRUSS G2 TJC37 LOCATIONS. THIS WILL HELP ELIMINATE ary TRUSS A16A TO TRUSS C5 HUS210 TRUSS M12 TO 4x12 BEAM TJC37 COSMETIC DRYWALL PROBLEMS. alb - TRUSS A17 TO 4x12 BEAM HUS26 FRAMER TO STRUT ALL CALIF. FILL Pry' AND RIDGES PER THE STRUTTED Qyy VALLEY FRAMING DETAIL ON PAGE 38 OF 59 IN OUR GENERAL DETAILS. Pry o SEE STANDARD DETAIL SHEET #24 & 26 Pry �0 Plate Hei ht=9-012 FOR 2x6 JACK TRUSS DETAILS. a SEE STANDARD DETAIL SHEET #32 �P 13-7-9 FOR HIP RAFTER DETAIL. Pry P �/♦° Pryp`1Ap i �♦♦ ♦♦♦ry P qv � pry I ts° 9v 0 � � U ♦rypp c J 0 a 'a 0♦° ®o0 a a - a - - - m P' pry° o� aJ O CS ym �OG v C4 �Qe ti9 p♦y e LADDER FRA D BY OTHERS p P♦ ? � I w P♦° °O ,10 o P♦ Cr. CT09 Cl . I I pry ♦°P �� o q3 I D2 I I y9 ♦ �G COc D2 I♦® 09 Dl LL W O m ¢ q? i 1,SOON COLLECTOR 4x12.8EAM _t�♦ P1♦ R E7 Plate Height=10-0.1 � v _ _ Plate Height=11-0-12 N 'fib PP` IE 4-110 DIE 11-10-0 �I f 9.4-0 �I 14-10-0 q'O q'q� ry TRACE & SHERYL WOODWARD RESIDENCE �♦ q, LOT #2 - COYOTE WAY ,♦ CHICO, CALIFORNIA Job: WOODWARD RESIDENCE Scale: N.T.S. bate: 6/29/2006 p 1 7 22.7.6 ' 16-0.10 43.11-4 14-5-15 22-7.6 . 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"�: �,� Gtr ♦ ♦ ,i ' f f : hr OL \j t �4 P L. IA--,\ !`1 *zt--7` it! DESIGN & DRAFTING BY J A N I C E L.E E SUITE 15 676 E FIRST AVE CHICO CA 95926 PHONE & FAX (530) 892-1937 i to 4N DRAWN CHECKED DATE SCALE 4,t JOB NO. SHEET 10F SHEETS 0 0 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 53:-7636 • CHICO: (530):91-2:34 OFFICE #: (530) 53:-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net>dds "PLEASE PRINT CLEARLY" PERMIT 03 BP BIN Of CONTRACTOR Name W TM Addre O city 'c I stt Sq 27 Phone ? 9 S �' -� J Fax 4 S - 16- E -mail vn� Lic,It "Z7SZ��,s� L' APPLIC.4WT ATURE X Zoning Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot #t Planner Date Approved: OVER FOR SUBMI I I ALrct:WUlMclv1r-w 1 0 KAFORMS\BUILDING FORMS\BldgAppiSubRgmts.doc Page 1 of 2 Receive Amount: ' 1 1 l 19 Bldg 4!�5 Receipt/ Date: 1 SRA Sheriff SMIP Other ' Total KLV (-Z/-V4 7 ��7,¢ 5/��T ' SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION *: (530) 533-7636 (OROVILLE) (530) 851-2834 (CHICO) OFFICE #f: (530) 538-7541 FAX*: (530)533-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. 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: 06/21/2006 APN: 018-440-113-000 the Business and Professions Code, and my license is in full force and effect. /_ — I to 75Zo6 Site Address: 655 COYOTE WAY CHI License Class :C License Number: Date: -Z4'OL Contractor: c•( Map Index: Description: FIRE SPRINKLERS FOR BP 060504 OWNER -BUILDER DECLARATION 1 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 Owner: WOODWARD TRACE AND SHERYL permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 2288 BLOOMINGTON AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928 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 (5500).): 530-624-2701 ❑ 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: Thi Contractors` State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: WOODWARD, TRACE AND SHERYL 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 2288 BLOOMINGTON AVE year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95928 sale.). 530-624-2701 ❑ 1, as owner of the, property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SQUYRES JR, WILLIAM ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 3176 Date: Owner: CHICO, CA 95927 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 275206 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ T have and will' maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy *: Total Square Ft: 0 S. F. I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall^ forthwith comply with those provisions. Date: - �'�a �D �r �/� Applicant: W — r7 W Or,� f " WARNING: Failure to secure workers' comp nsation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the the for which this is issued (Sec 3097 Civ.) Resoluti n o do work indicated apove fol which fees have been paid. n &L 1 9 performance of work permit By. Date: l_0� Name: CD -2—L01- HERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health i 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 th substance of any official f or d cument of Butte County. I hereby authorize reMre.entatives of utte County it r upon the above mentioned property for inspecti purposes. Print Name:`I, , Ot �n V `� c Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 03-25-2006 File: C:\RESDEN44\WOODWARD.RES JOB : Residential 2 Heads Flowing SOURCE I STATIC : 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN I SPRINKLER MANUF : Reliable MODEL F1 res 49/ccp SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet ----------------------------------------------------------- FACTOR Psi Gpm 1 10.0 4.9 8.1 14.0 2 10.0 4.9 8.4- 14.2 3 10.0 9.6 4 10.0 11.5 5 10.0 13.6 6 10.0 22.4 7 10.0 23.8 8 10.0 26.2 9 3.0 30.4. 5.0 DOME 10 1.0 SOURCE 35.0 33.2 SPRINKLERS FLOWING 2 AREA PER SPRINKLER TOTAL DESIGN 256 Sq Ft lON Co AREA 512 Sq Ft O� MIN SPRINKLER FLOW 14 Gpm 2� E O n :0REQUIRED DENSITY .055 Gpm/Sq Ft "- �t o act 9 COMPUTED DENSITY .055 Gpm/Sq Ft * Lic. 275206 C-16 TOTAL SPRINKLER FLOW TOTAL DOMESTIC 28.2 Gpm FLOW 5 Gpm TOTAL WATER REQUIRED 33.2 Gpm TOTAL SPRINKLER PRESS 35.0 Psi WATER METER LOSS .0 Psi VALVE FIXED LOSS .0 Psi Copyright(2004) SUPPLY PRESS AVAILABLE 41.0 Psi by DEMAND PRESS REQUIRED 35.0 Psi Hydronics Engineering PRESSURE CUSHION 6:0 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 9.4 FIS (800) 845-9819 0 6 - 615C 3 BUTTE CONNTY BUILDING DWI ION APPROVED '171°,6 7� ♦.i v♦ vast �. i• LCL .IlLLLV11aaL L11\L ✓11\11V1\LLL\ 111 LL\L ]�J 1Jl1. LJ `3. 3 ..I V LAI -LI 1 L 1L. LUNG L. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 03-25-2006 File: C:\RESDEN44\WOODWARD.RES JOB : Residential 2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 14.0 K= 4.9 L= 6.5 Pt 8.1 Pt 8.1 1 Q= 14.0 F= LR F= 8.0 C= 150 Pe .0 Pv -.4 Vel= 7.3 D= .884 TL= 14.5 .1022 Pf 1.5 Pn 7.8 -------------------------------------------------------------------------- 3 Pt 9.6 2 q= 14.2 K= 4.9 L= 5.0 Pt 8.4 Pt 8.4 2 Q= 14.2 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel= 7.4 D= .884 TL= 12.0 .1048 Pf 1.3 Pn 8.0 -------------------------------------------------------------------------- 3 Pt 9.6 3 q= .0 K= .0 L= 9.0 Pt 9.6 Pt 9.6 3 Q= 28.2 F= RB F= 6.0 C= 150 Pe .0 Pv -.6 Vel= 9.4 D= 1.109 TL= 15.0 .1237 Pf 1.9 Pn 9.0 -------------------------------------------------------------------------- 4 Pt 11.5 4 q= .0 K= .0 L= 15.0 Pt 11.5 Pt 11.5 4 Q= 28.2 F= RE F= 2.0 C= 150 Pe .0 Pv -.6 Vel= 9.4 D= 1.109 TL= 17.0 .1237 Pf 2.1 Pn 10.9 -------------------------------------------------------------------------- 5 Pt 13.6 5 q= .0 K= .0 L= 55.0 Pt 13.6 Pt 13.6 5 Q= 28.2 F= 11RB F= 16.0 C= 150 Pe .0 Pv -.6 Vel= 9.4 D= 1.109 TL= 71.0 .1237 Pf 8.8 Pn 13.0 -------------------------------------------------------------------------- 6 Pt 22.4 6 q= .0 K= .0 L= 22.5 Pt 22.4 Pt 22.4 6 Q= 28.2 F= 2REL F= 12.0 C= 150 Pe .0 Pv -.2 Vel= 5.9 D= 1.4 TL= 34.5 .0398 Pf 1.4 Pn 22.2 -------------------------------------------------------------------------- 7 Pt 23.8 7 q= .0 K= .0 L= 39.5 Pt 23.8 Pt 23.8 7 Q= 28.2 F= 592L F= 21.0 C= 150 Pe .0 Pv -.2 Vel= 5.9 D= 1.4 TL= 60.5 .0398 Pf 2.4 Pn 23.6 -------------------------------------------------------------------------- 8 Pt 26.2 8 q= .0 K= .0, L= 7.0 Pt 26.2 Pt 26.2 8 Q= 28.2 F= 4RSL F= 22.0 C= 150 Pe 3.0 Pv -.2 Vel= 5.9 D= 1.4 TL= 29.0 .0398 Pf 1.2 Pn 26.0 -------------------------------------------------------------------------- 9 Pt 30.4 9 q= 5.0 DOME L= 130.0 Pt 30.4 Pt 30.4 9 Q= 33.2 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 5.3 D= 1.602 TL= 130.0 .0279 Pf 3.6 Pn 30.2 -------------------------------------------------------------------------- 10 Pt 35.0 -------------------------------------------------------------------------- Meter = .0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 1L11J1\/LJlI.✓. LCL✓1LL1J11.L lJJ L111L ✓L111J11L 1�1♦ 111 L1ulV Lll.✓ 'L •._. ENGINEERS William F. Squyres, Jr. (530) 345-1012. ADDRESS P.O. Box 3176, Chico, CA 95927. DATE 03-25-2006 FILE : C:\RESDEN44\WOODWARD.RES JOB Residential 2 Heads Flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 -T- 90- 80 70 6 5 4 3 2 1 10 15 20 25 oz Supply Curve Static : 50.0 Resid : 40.0 Flow : 35.0 ✓ V 1.I L"111 1LllL. 30 35 40 45 50 FLOW - Gpm 0Demand Curve Avl Pr : 41.0 @ 33 Req Pr : 35.0 Q 33 Pr Cush: 6.0 Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. - Iu hotvV )t tC. o I'_ I -'r 11 (1AL-0J(A I(()r.l', mu; tqr�tA, 5?F onel f.)nn nrllnn f Anr{rai-, ,a .N hr4h finr,,nntwf anr1 vwtllr•rI Mn, lntln.l All nthorS Pito verfirfli c,nly QUICK Galvanized Tanks- 76 psi Max wkq Pressure__ Capacity �^ Drawdown Dimension V1 t. Order Model Gallons 30.50 Gallons (g-30-50- Dia x Ht. LE S. No. _ 14242 Tall � 42 43 18 x 46 72 V42GT `42 Short 42 43 20 x 32 74 V42GS 1$2 82 8.4 20 x 60 1 * 4 V82G 120 West 120 12.2 24 x 60 161 V120G .220 West 220 22.4 30 x 73 303 V220G 315 West 315 32.1 36 x 80 4' 6 V315G tX52o VSQW 480 49 42 x 87 640 V4$OG V525G 5 Combo 525 53 6 36 x 128 6115 900 Combo 900 91.8 42 x 159 1040. V90OG tqr�tA, 5?F onel f.)nn nrllnn f Anr{rai-, ,a .N hr4h finr,,nntwf anr1 vwtllr•rI Mn, lntln.l All nthorS Pito verfirfli c,nly t Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of the system as a whole. Accordingly, it requires the same professional care and attention that are given to other components of the system. There are many solvent cementing techniques published covering step by step procedures onjust how to make solvent cemented joints. However, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to Suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there should be no smoking nor other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is available from I-larvel or IPS Weld -On) Corporation. To consistently make good 1::'i jointsf the following should '`,'f be:'caref I Ily understood, f1, The joining surfaces must be softened t K't arid made semifluid. t el , Sufficient cement must be applied to fill between pipe and fitting. l."S3'Assembly of pipe and fittings must be made while the surfaces are still wet ,lt arta fluid,, .Il��+Joint strength develops as the cement dries. lr1 the tight part of the joint the rfaces will tend to,fuse together, in T' the Iopse Patk the cement well bond to f ff boXhlsllffaces: I . kti t These areas must be softened and penetrated id Ww _ Ua• When using the ONE STEP cementing process, penetration and softening can be achieved by the cement itself (read ONE STEP cementing procedures carefully: refer to installation instructions). For certain sizes, under certain conditions, it may be desirable to use the TWO STEP process which utilizes a primer to ensure adequate softening For example, when . working in cold weather with large diameter pipe, more time and additional applications may be required. Cement coatings of sufficient thickness More than sufticient cement to fill the loose part of the joint must be applied. besides filling the gap, adequate cement layers will penetrate the surfaces and also remain wet until the joint is assembled. Prove this yourself. Apply on tI to top sur face of it piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a It brushed out layer. Test (tie layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within IS seconds) the heavy layer will remain wet much longer Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin layer will have achieved little or no penetration. The heavy one, much more penetration. Surfaces must be assembled while they are wet and soft EZM If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will lend to flow together and become one layer. Also, if the cement Is wet the surfaces beneath them will still be soft, and these softened surfaces In the tight part of the joint will tend to fuse together. Surfaces Hon, Fuse( As the solvent dissipates, the cement layer and the softened surfaces will harden with a corresponding Increase in joint strength. A good joint will take the required working pressure long before the joint is fully dry and final strength is obtained. In the tight (fused) part of thejolnt, strength will develop more quickly than In the looser (bondedl part of the joint. Information about the development of bond strength of solvent cemented joints Is available. The QUALITY Line Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) • Model 171 Res 49 Pendent • Model F1 Res 49 Recessed Pendent / F1 (Fi escutcheon. adiustment) F I Res 49 Pendent ILI F I Res 49 Recessed Pei ident / F 1 • Model F1 Res 49 Recessed Pendent / FP (FP push-on/thread-off escutcheon) • Model F1 Res 49 CCP Pendent F1 Res 49 Recessed Pendent/FP F I Res 49 CCP Pendent Model F1 Res Sprinklers (UL 1626 Standard) Technical Data Max Sprinkler Spacing Sprinkler Pressure Max. Thread Temp. Max Ambient Size Rating pressure Temp. 16 x 16 (4.9x4.9) IF "C 111 x 18(5.5x!).5) IF -C /i' NI'I 155 68 175 psi 100 38 ^F 175i 79 (12 har) V-0 66 Max Sprinkler Spacing Flow Pressure it (m) ppm (Lpm) psi (bar) 12 x 12 (3.6x3 6) 13 (49) 7.0 (0.48) 14 x 14 (4.3x4.3) 13 (49) 7.0 (OA8) 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) 111 x 18(5.5x!).5) 17 ((34.3) 12.0 (0133) ;A)xA)(G1x(i.1) 20(75.7) 16.7(1.15) Technical Data K Sprinkler Factor Len I (mm) 4.9 2.2.5 (57) Sprinkler Identification Number (SIN) 1`13516 Max Sprinkler Spacing Sprinkler Temp• As CCP Y it (m) Max. ib psi (ar ) Sprinkler Thread 7.0 (0.48) Tem Max. Ambient K Length Size Rating Rating Pressure Temp. Factor Inch "F^C ^F -C IF ^C (mm) '/: NI'I (R'/;) 1!i!i IC 135 57175 psi (12 bar) 100 150 38 66 4.9 2.2_5 (57) Max Sprinkler Spacing Flow Pressure it (m) mLm gp(p) ib psi (ar ) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) 14 X.14 (4.3x4.3) 13 (49) 7.0 (0AE) 16 x 16 (4.9x4.9) 14 (53) 8:2(0.56) 18 x 16 (5.5x5.5) 18 (68.1) 13.5 (0.93) 20 x 20 (6. 1 x6. 1) 20(75.7) 16.7(1.15) Sprinkler Identification Number (SIN) 83516 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 FOR SMALL PIPE POTTVSR-SFG VANE TYPE WATERFLOW ALARM SWITCH (E)ER The Symbol of Protection WITH RETARD AND GLUE -IN UNION ------------ CUL, UL and CSFM Listed, CE Marked, NYMEA ACCEPTED US Patent No. 6,471,255 Stock No. 1113555 1113600 W/TSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 The Model VSR-SFG is a vane type waterflow switch foruse on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use V, 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 8-10 gallons per minute (30-38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices maybe mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the 1" male fitting from the VSR-SFG. Glue the V male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (NOTE: The V male fitting must bottom out on the stop of the TEE for proper Service Pressure: Up to 175 PSI (12,07 BAR) Minimum Flow Rate for Alarm: E-]0 GPM (30-3E LPM) Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper Switch Terminations: i" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and IPEX (Scepter). Fits pipe sizes - 1", 1-1/4", 1-1/2" and 2" Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • For NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting and/or plugs. • Temperature range: 400 F to 120' F (4,5' C to 49' C) Caution: This device is not intended for applications in explosive envi- ronments. operation of the VSR-SFG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the V male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the o -ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. CAUTION: Do not over -tighten the union nut, hand tighten only! The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTION AND TESTING: Check the operation ofthe unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SFG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company • 20SI Craig Road, St. Louis, MO, 63146-4161 • Phone: 1100-325-3936/Canada 811:-1182-1:33 • www.pottcrsignal.com PRINTED IN USA MKT. #9200009 - REV P PAGE I OF 2 MFG. #5401062 - 11/05 INSTALLATION AND MAINTENANCE INSTRUCTIONS SSM and SSV BELL Series Specifications SSM Series: Voltage: Operating Voltage Limit Maximum Current: Operating Temperature: SSV Series: Voltage: Operating Voltage Limit Maximum Current: Operating Temperature: 24 VDC SSM SSM24-6 SSM24-8 SSM24-10 120 VAC SSV SSV 120-6 SSV120-8 SSV120-10 P - Polarized S = Suppressed (6", 24 VDC, P, S) (8", 24 VDC, P, S) (10", 24 VDC, P, S) (6", 120 VAC) (8", 120 VAC) (10", 120 VAC) Regulated 24 VDC 16 - 33 VDC DC - 31.1mA/FWR - 53.5mA -31' to 150917 (-35• to +66•C) Regulated 120 VAC 96 - 132 VAC 53mA -31 • to 150017 (-35' to + 660C) UL Reverberant Room Sound Output per UL 464 (d BA) 82 80 81 85 82 82 Important Please Read Carefully and Save This instruction manual contains important information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy of it with the user. - System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells in' the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. CAUTION Do not use in potentially explosive atmospheres. Do not leave any unused wires exposed. 5YSTEM '� SENSOR' 3825 Ohio Avenue, St. Charles, Illinois 60174 1-800-SENSOR2, FAX: 630-377-6495 www: systemsensor. com NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. General Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits of UL listed fire alarm control panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells require 120 VAC. 1)770-11-00 I 156-0674-OOSR 19010 36 INCORPORATED CORONA. CA • (1109) 737.6599 - FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt. spec Function -The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13,13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE – SIDE MOUNT I! A IPI protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No Impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By- Figure number and C.P.V.C. pipe size. Patents Pending `-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG_. 24 6 FIG. 23 FIG. 24 C FIG. 23 FIG. 24 1-31,16 1-3/16 314 � 3-1/8 2-5/16 1-9116 1-5/32 _ SIZE ����%$��2►5�/$' ��1`1�/1d1;�`l�5%1�°� /,��+X'=3'/16 1 1/4 4 3/16 3 2-3/32 1-1/2 1-3/16 1-3/16 3/16Y 2 4-7 8 3-11/16 2-7/16 1-27[32 1-�16_ 1-3/16 _ REVISED 3/94 MAX. HANGER FASTENER APPROX. SPACING I IEX I1EAD WEIGHT _ AFT.) _ _ SIZE PER 100 5-1/2 5/16 9 6-1/2 5/16 11 8 5/16 15 NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. gEQ < - ION c0i o� q '�►o W.F. SQ v ES 0 0 Fi r. Oct :0 c ntr. -16 qTe 0'F CA�1��P tress and Owner: Woodward Residence Lot #2 Coyote Way Chico, CA. WING PLAN APPROVAL AP # 018-440-113 • 11 ^y4AA0T- ionq: ntractor: l W.F. Squyres, Jr. P.O. Box 3176 Chico, CA. 95927 (530) 345-1012 Fax -(530)345-1630 Lic 4 275206 4 • ii f I ' i b INSPECTION SCHEDULE REVISIONS BY ..__.... .__._ .. ..... .._ M..r.�... M..._.........� - ...�...._ -__... r -..-..,.-...r.__. r........._..._w.................�...._.... �.., ....._.,._�..__....,__ .........._...-. Community Sewage Disposal Coyote Way AP#:011-100-013 Owner:• Gary Stokes Gb Observed By: Date • Test Completed (Irfftials) Approved Completed Septic Tank .7rla.�Dd• , 1. Tightness Test .� (f • ©Q `'r•� 2. Risers Water Tightness Test _.. ' � � �"'�T�1�--»•.w•�-�-�:1 3. bedding AIYWNMM111 apr1.,.�;.1, �. 11y,,IWWI,I�IO.N.N►•.•Ir�M'.+�wr.11 A.MIiY MA.AM�MM�N�•l•,11 •Md •.•. M, wnMUw•MI.IWN IInI 1 M 1•. w, • , •''„', TT 1.�1. I. .N.I�II. .0 .0 I/.II In11. NM .0 9 soms.• /1 .•II 4 0 W. 1, /• 4 Mlrl 1 '. 1/ 1/11. NN1yy1y,Al,•AM.IMM.N4fa'M""'MI.MM/Y./Mso. MAMI•/IMW M .A.II MV IIM1•0.1N/Poo•.M..•.M•./A IMyyM/�..M/IYY NIIIYN• ...•II/.Y ,.• NOTES TO' • . • . � . Locr,tion --- CONTRACTOR sewer Line p j 1. Sewer Line Pressure Test �..._. ;,, ...__._.......................�.,....w.,...•...._........I.,...k.,.__.�..... ,....... .,......_...,........__.. ..,.....1...�....., ......... .....�.......»..._...�........ ........ �~ f,15psi, 10 min) / O All tight line pipe shall be PVC, 17N "M5 or NSA. . _..... .. _ .._,... .......... _ ...._ ....... .. '•,,� GZ (�� (This includes the pipe, which enclose: the tight line, within the set back 2. Installation elevation Q -00 distance wound the existing well.) 3. Clean out locations �!. (traffic rated risers) Zj 2. BACKFILL _ _-.__..�-----•'---.-• �..•»-.-••-� ti..r,.....•.1. _. 5. Sleeve installation within 50' o£ well _ MMIC..••..�w�MnAy.w......•Y...I....w•��1•.w0�,►I. ♦ ..r.•n ►.Mlarrwti.-V•Mw•..•.•—....�r....,.w.w.�I•/'.1..'►_••w.MrwF/•.�..-yw.I•.•w-..r »... r••.•..•\r.rM•V. paved sections to be compacted to 4° o by puddling e pa c mpacte 9 / uddlin or other acceptable - ~. M ` _ .' • . -�•�_ ' 6, presence of Toning Wire ,'` �/ •� bld method. Leach Field I TONING WIRE . Location �� r�pper � t hn�c•'trer�icltes as p 1�'�vi7C[� y:l.P1,.. <i �1 i ..1 L r 't?'- r ' r!4 f'� 4 -L'r i ' r _ ' 1 . s , .•3,y Ic,. N •'J.' '� -µ ki ^ rr ., f -'iia•• 3;, ,� � `•YS q�'�' e • ,. = Y., . ;? �4 x `� ..t •.' • `` ,:. "VS 2. Length ._.r..1 r..... r.-. 4. INSPECTION SCHEDULE / 3. Width of Trench Contractor shall s�ehedule a meeting with the inspector from the Division of x ii+rY E .:• Environmental Health on the site prior :o n - � � � �� � --- . p camrne cement of any work on the �! . Depth or rook project. �♦ 1 _ \ S. Leach line elope (max 1" in 25 feet) S o Q Prior to back fill df the tight.lines; contracw shall have the two systems \ _ �� V inspected n pected by the engineer for complhme with the plans. The system shall � \� }additional Comments: be pressure tested• in a . ordance with the requirements of t the • , • E Cti g V Department of Environm W Health. o o v Priorlo backfill of all lanai a contractor shall notify the iuspector from - - > EnvironmentxT Health for ap roVtll'of the txfnstruction. xL/an!ae,tic/coyoteNayscheduln j Contractor shall notify Envi amental Htahb upon cIompi+ctioff fthe , constrmtion for final inspectio . r �,-0�."71 f �.rl - _ _ ..... - ...... ..... 1r•�•✓�•�.1d•... xt sTf`� .13A R 1 �.{ 0010" On A sos 1.1000 I WELL. 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CHlC l Ll 01" w Nle, BEDQDdMS h7�ll t,�� �' .... !�"'" .... /�L!'Jltl � �J��J I � Shoot t �' �, �' t Or CALIFORNIA Lr'Rcf! L t 1'YP_• 1, eN 'I?r 9'e'o Pao /V/% - "T(q . !1 X St PRIM" ON No. 14461 tttal Is"M • i _ SCORE NI II II I I 4" CONCRETE SLAB W/ 4" ROCK BASE SLOPE S"TO FRONT �o i 77 i I ryo - ROUGH OPENING FOR 16' GARAGE DOOR S D O.H. 24'-0" S0 S�4'-0' b=0' PROVIDE ANCHOR BOLTS (1 /2"x 1 VAT 1 POUR 4 1/2"x 12" AT 2 POUR SYSTEMS) AT 6'01C MAXIMUM AND WITHIIN 12' OF ALL JOINT5. PROVIDE 2"X2"X3/ 1 6" STEEL PLATE WASHERS AT' EACH BOLT. (SEG 1 006.6 U.B.G.) 5LAB5-ON-6ROUND WITH TURNED DOWMI FOOTINGS SHALL HAVE A MINIMUM OF ONE 04 BAR AT THE TOP AND BOTTOM h ON I GENERAL NOTES CARPET FLOOR LIVING n ' GC 1 SHOWER HEADS 4 INTERIOR FITTINGS SHALL BE CERTIFIED 'LOM FLOW' 5Y C.E.C. 20&HALL I SE PROTECTED BY AN ARC -FAULT CIRCUIT NTERIRUPTemw CARPET FLOOR AS PERK SEC. 210-17(5) OP THE 2001 CEG. 24X24 THICKEN SLAB AT FOUNDATION ' 1 FROVWE ANCHOR BOLTS (1 /2'x 10' AT 51NGLE POUR OR 1 /2'x 12' AT 2 POUR SYSTEMS) AT W c/6 IT MAXIMUM AND WHIN 12' OF ALL JOINTS. PROVIDE GLASS • �,-b" b'-2 2'-0 �' EDGES OF PORCH '"' r-I-� ,rl t ^ " r>- :. , �. '- rr7lf. ,::r�n� • XxXxB/ 16' 5TEEL PLATE WASHERS AT EACH BOLT. (SEG 1506.6 UD -C) :2.OF FOUNDwTION6 WITH 6TEMWALL5SHALL BE PROVIDED WITH A MINIMUM ONE •4 BAR AT THE TOP OF THE HALL AND ONE K4 AT THE BOTTOM uj CARPET NIT 2 3 u•05E:T5 LIGHT& PER N.E.G. ARTICLE 410-5. 0 t FLOOR FURNACE NOOK w - -__ OF THE FOOTINb. (SEG 1606.1. 11 U.5.G) X w > EGGLR GG O 't 6ARA6GE, KITCHEN WET BAR AND EXTERIOR REGEPTACLE5 (N.E.C. 21 O) :24.• w 0 >L ,r IGOOLERI 2 �• ELEGTNRIGAL MEGNANIGALANDPLUWBINOCONSTRUGYIONSHALL COMPLY THC Q 0 CLOSET SUPPLY O J I VENT .�" WRH CURRENT EDITIONS OF THE NATIONAL ELECTRICAL _ q 24x24 24x24 3 24x24 b p CARPET 2 'D w . I . OF ONIE M4 BAR AT THE TOP / ND BOTTOM (SEG 1506.7.2, UD.G.) 24'X24'x 12' THICK I. ma 26. REQUIREMENT OF U.B.C. SEC p 10.1.1,. O< z �/ - HVAC AG FRAMING FOOTING WITH #4 LINEN W SHELF 4 POLE y} to < w CABINET i ' 4. BEARIING WALL HEADERS SHALL BE 4' x 1(i D.F. •2 MINIMUM AT 4' WALLS 24&6 AT 6' G/C EACH . SETBACKS, AND 20 FEET (27' rt FEDERAL AIR ROUTE) FROM THE EDbE OF J •► 1p CONFORMANCE WITH THE LATESt EDITION OF THE U.M.G. O BER6LA5 CABINET r GARAGE DOOR SIZE i 6'x 101 OF. 02 AT 6' WALLS, UNLE55 OTHERWISE NOTED. ' METER 6'x 1 O' DF# 1 'x6' DF WAY - TYPICAL ' • (� TYPE YWITH SETBACK CONTROLS. / O 1IL HOLD TTOP OF ALL WINDOWS AT THE SAME HEIGHT AS 4" THICK CONCRETE 5LA5 HEADER TYPICAL PROVIIDE BAGKDRAFT DAMPERS, �Q 2---- I I r ILA&& r , • !' DOOM5 - TYPICAL UNLE59 OTHERWI5E NOTED. I OVER ROCK BASE t .J N Z TILE TOP cc- I EXCEPT FORA 2' OVERHANG. 6. PROVIDE REQUIRED ROOM DIMENSIONS AND b 0 0 +� I GB - SPLASH � 4( ( IL NL v GEILINvr HE16HT.(6EG 910.6, U.B.G) I PORCH �' ACS PROPERTIES IN .FLOOD PLAIN „J ENERb'Y RATING. TYPICAL CI X 1 G3"+r-E� . eiLE FLOORS' J CONCRETE 5LFLOOR COYM L W BATH H REPIt16ERATOR DBL SINK i DISPOSAL • RISE, RtUN, HEADROOM, WIDTH, LANDN&s AND HANDRAILS. .- PROVIDE SAFETY 'm . �HALLWIAYS . TO BE A MINIMUM OF 36' WIDE (U.B.G. '1004.•9.5.2) Ll' ` 1 IB L-11107.5' AT ALL D 24" OF POCIR RS WI 5TRI HIN F- CABINET G1 . RANGE i i� OVEN W/ t UNDERIFLOOR ACGES5 AND VENTILATION IF PARCEL 15 LoGATEO WITHIN A DEOI&NAT'W 1 YEAR FLOOD PLAIN; S 5. FINISH FLOOR SHALL ESE A MNIMUM OF ONE FORT ABOVE THE ELEVATION 4% I 'X6" �� Q�y \4• / �� O" G�d a� A160YEAVELT.P. LI MISGELL,�NF.A15 • Jam. - D / 6065 �/ 5055 I W =3/1• EVE SHOWN ON THE FLOOD ELEVATION CERTfftATF- PROVIDE Arne ACCESS AND �- - 47- THICKEN SLAB AT ' 10 VENIL TATION. (SEG 1505, U.B.C) I SLIDING SAFETY 3 �' EQUAL'TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL I _ EDGES OF PORCH 1 PROVIDE APPROVED FLASHING AT ALL EXTERIOR OFFNIN". Q� GLASS DOOR GLASS DOOR •_ I I BUILDIN6 PLATE ON TOP or STEM WALL TO sE ONE FOOT OR MORE ABOVE THE 1 OO -YEAR FLOOD ELEVATION. (IF PLATE HE"T IS ABOVE 24' A50VE • I � .r O PROVIDE 1 HOUR PROTECTION 6 �4ry I SELF-CLOSING y�H 1 PROVIDE CERTIFICATEOFCONFORMANGE PROVIDE 1 BEDROOM WINDOW WITH ON GARAGE SIDE OF COMMONSOLID-GORE L-16.5' WINDOW In GRADE, ENGINEERING REQUIRED) :2. FOR ALL GLU-LAM BEAMS. WALL TOGETHER WITH SELF- MINIMUM OPENING VIMEN51ON OF 24" �. O QTY SIZE GUARDRAIL5 TO HAVE A MINilMUM 36'HIGH Tor RAIL, Wm+ CLOSING 1 5/b" THICK 50LID- HIGH BY 20" WIDE, 5.7 SOFT AREA, 1 JL 1 •3 INTERMEDIATE RAILS SPACED THAT A 4' SPHERE CANNOT AND 44" MAXIMUM SILT. HEIGHT. Itbj i mi RIGHT SLIDING Q . AND FACILITIES ARE TO BE LOCATED A50VE THE I00 -YEAR FLOOD ELEVATION. x '2 STOVE ID 2 W-0' PLUMBING ^A AT LE:A!6T TWO OPEWN6S IN EXTERIOR &ARA*E WALLS, LOCATEDON r- J UVINS AREA ' :,• 50 GAL. GAS WATER HEATER WITH P.T. _ 4• CONCRETE SLAB W/ • CENTER TOSIDEWALLAND 24' FRONT CLEARANGE.(U.P4.408A) PER MFG. LEFT SLIDING O T 14. THE AGGREGATE AREA PLUMBING VENTS SHALL MINIMUM SHOWER COMPARTMENT SIZE$HALLBE 41. C KCLE NP.C.412.7) GRE 6X6 10/ 10 WIRE OVER In 1024 SQUARE INCHES AND 50'GO RIGHT 5LIDING NG BE 12.37 SQUARE IHES,MINIMUM. 2 M,�S43 TER BDRM HEARTH I 4' ROCK BASE Q ' I 2 4040L5 PRovfDEPLUMBIN6PuCTURE3 WATERGLOSET BOTTOM OF THE OPENING SMALL BE NO NIGHER THAN 1 FOOT A50VE &RADE. ALL WLLDNCMATERIALS M TERIAL SELOW THE i 00 -YEAR FLOOD ELEVATION MUST BEFIR FLOOR PL� 42. CLEARANCES AND SHOWER SIZES PER UP.G. ^ 3050L5 t I. ' � PROVIDE ADEQUATE CLEARANCE AND TYPE -A FLUE FEPLAGE/WOODSTOVE 43. FDR IR N GARAGE: SCALE: 1/4"- ' 1'-O" 44. PROVE PROT'ECTIONOFAPPLIANCES N QTY ' CONCRETE 6ARA6E FROM VEHICULAR DAMAGE. SLAB I 3065 45. PROVIDE APPROVED SPARK ARRESTER AT U D FLOOR j ALL GHIMNEYS/TYPE K FLUES. 2 I 4 -PANEL - WHITE 4" THICK J� 4 VENEER SHALL BE INSTALLED PER CHAPTER 14, U.154, ftl n 1 $060 I CONCRETE PROVIDE SAFETY GL.ASIN6 IN ALL HAZARDOUS . L(. 1 2665 4-rhNEI. - ^\A\T f- dtt LOCATIONS (UM.G SEG 2406) 1 ; ' SLAB OVER • li2blbb I /I 6ARAGE FIRE WALL SEPARATION - REQURED ON 6ARA6E SIDE, NCLUOIN6 ' GAtRA6E r ROCK BASE 1- ;Try - 11 EXT. HINGED-6LA55 L- 150 OP EVER 3066 EXT. 6 PANEL 4 q. SPECIAL ROOF COVERING REQUIRED, GLASS 5 MINIMUM. DEVELONTY pM LAND NT,dIV. m 20 o ` I THICKEN SLAB AT I _ I ED6ES OF PORCH Im 4" CONCRETE SLAB W/ I bxb 10/ 1 O WIRE OVER I - 1 4' ROCK BASE L _ 'a D TYPICAL I ( , ♦ � S S 0 0 O.H. a709 O �� I I I z 0 `" X4, ONG ETE 1' 4 1 L0,0 I I L NPI ; .'I I I I I ' Q I W_ SCORE NI II II I I 4" CONCRETE SLAB W/ 4" ROCK BASE SLOPE S"TO FRONT �o i 77 i I ryo - ROUGH OPENING FOR 16' GARAGE DOOR S D O.H. 24'-0" S0 S�4'-0' b=0' PROVIDE ANCHOR BOLTS (1 /2"x 1 VAT 1 POUR 4 1/2"x 12" AT 2 POUR SYSTEMS) AT 6'01C MAXIMUM AND WITHIIN 12' OF ALL JOINT5. PROVIDE 2"X2"X3/ 1 6" STEEL PLATE WASHERS AT' EACH BOLT. (SEG 1 006.6 U.B.G.) 5LAB5-ON-6ROUND WITH TURNED DOWMI FOOTINGS SHALL HAVE A MINIMUM OF ONE 04 BAR AT THE TOP AND BOTTOM h ON FOUNDATION PLAN 'SCALE: 1/4"- 1'-O" FOUNDATION NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWING5. 2. SEE TYPICAL DETAILS ON SHEETS 5D 1 AND 552. 3. PROVIDE ANCHOR BOLT SIZE AND 5PAGIN6 PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4. SLAB SECTION: A) 4" CONCRETE SLAB WITH *3 REBAR AT 16' O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB B) 2' SAND (DELET AT EXTERIOR SLABS) G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) D) 4' FREE DRAINING MATERIAL E) PROPERLY PREP^RED SU56RADE 5. PLUMBING, SPRINKLER AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR EGGLL I 'x 1 WATER HEATER SHALL BE 6A16 -STORAGE TYPE 4 1SHALL BE CERTIFIED BY G.EG. 1 6 INSULATE FIRST 5 FEET OF HATER PriNr. ip HATER. . HEATER WITH A MINIMUM OF R-4 INSULATION. I GENERAL NOTES CARPET FLOOR LIVING n ' GC 1 SHOWER HEADS 4 INTERIOR FITTINGS SHALL BE CERTIFIED 'LOM FLOW' 5Y C.E.C. 20&HALL I SE PROTECTED BY AN ARC -FAULT CIRCUIT NTERIRUPTemw CARPET FLOOR AS PERK SEC. 210-17(5) OP THE 2001 CEG. 1 PROVIDE APPROVED VENT AND ADEQUATE COMBUSTION AIR FOR GA5 WATM HEATER AND/OR FURNACE. (CH 7 4 5, U.M.G) 1 Q PROVIDE 15' PLATFORM FOR AFFLIANGE5/EQUIPMENT IN 1 . GARAC7E CAPABLE OF PKODUGIN6 A FLAME, SPARK OR 6L.OW. FOUNDATION ' 1 FROVWE ANCHOR BOLTS (1 /2'x 10' AT 51NGLE POUR OR 1 /2'x 12' AT 2 POUR SYSTEMS) AT W c/6 IT MAXIMUM AND WHIN 12' OF ALL JOINTS. PROVIDE GLASS 1 2'-4' �,-b" b'-2 2'-0 W ITHIN . t PROVIIOELGHTS,SWITCHESAND MEPTACLESFOR • XxXxB/ 16' 5TEEL PLATE WASHERS AT EACH BOLT. (SEG 1506.6 UD -C) :2.OF FOUNDwTION6 WITH 6TEMWALL5SHALL BE PROVIDED WITH A MINIMUM ONE •4 BAR AT THE TOP OF THE HALL AND ONE K4 AT THE BOTTOM uj CARPET NIT 2 3 u•05E:T5 LIGHT& PER N.E.G. ARTICLE 410-5. 0 t FLOOR FURNACE NOOK w 10 &ROUNND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, OF THE FOOTINb. (SEG 1606.1. 11 U.5.G) X w > EGGLR GG O 't 6ARA6GE, KITCHEN WET BAR AND EXTERIOR REGEPTACLE5 (N.E.C. 21 O) :24.• w 0 >L ,r IGOOLERI 2 �• ELEGTNRIGAL MEGNANIGALANDPLUWBINOCONSTRUGYIONSHALL COMPLY THC Q 0 CLOSET SUPPLY O J I VENT GG WRH CURRENT EDITIONS OF THE NATIONAL ELECTRICAL _ GG 3 5LA590-OWGROUND WITH TURNED DOWN FOOTING5 SHALL HAVE A MINIMUM b p CARPET 2 'D w U FLOOR . OF ONIE M4 BAR AT THE TOP / ND BOTTOM (SEG 1506.7.2, UD.G.) ��� ma 26. REQUIREMENT OF U.B.C. SEC p 10.1.1,. O< z �/ - HVAC AG FRAMING IL I- X LINEN W SHELF 4 POLE y} to < w CABINET i ' 4. BEARIING WALL HEADERS SHALL BE 4' x 1(i D.F. •2 MINIMUM AT 4' WALLS 24&6 ' . SETBACKS, AND 20 FEET (27' rt FEDERAL AIR ROUTE) FROM THE EDbE OF J •► 1p CONFORMANCE WITH THE LATESt EDITION OF THE U.M.G. BER6LA5 CABINET r GARAGE DOOR SIZE i 6'x 101 OF. 02 AT 6' WALLS, UNLE55 OTHERWISE NOTED. ' METER 6'x 1 O' DF# 1 'x6' DF 1 MOST - FORMICA TOP L W ER DESIGN W/ 2 4 SPLASH L • (� TYPE YWITH SETBACK CONTROLS. / O 1IL HOLD TTOP OF ALL WINDOWS AT THE SAME HEIGHT AS 0 OWNER 1U HEADER TYPICAL PROVIIDE BAGKDRAFT DAMPERS, �Q 2---- I I IL t j ILA&& r , • !' DOOM5 - TYPICAL UNLE59 OTHERWI5E NOTED. t .J N Z TILE TOP cc- s EXCEPT FORA 2' OVERHANG. 6. PROVIDE REQUIRED ROOM DIMENSIONS AND b INSULATION-'- +� I a � Z 0 SPLASH � 4( ( IL NL v GEILINvr HE16HT.(6EG 910.6, U.B.G) I PORCH PROVIDE BACKN& FOR ----�_j TOWEL BARS 044' KITGHEti �» PROPERTIES IN .FLOOD PLAIN „J ENERb'Y RATING. , ALL STTAIRWAYS TO COMPLY WITH U.B.C. SECTION 1009.5, FOR 1 G3"+r-E� . eiLE FLOORS' J CONCRETE 5LFLOOR L W BATH H REPIt16ERATOR DBL SINK i DISPOSAL • RISE, RtUN, HEADROOM, WIDTH, LANDN&s AND HANDRAILS. .- PROVIDE SAFETY 'm 45LAS �HALLWIAYS . TO BE A MINIMUM OF 36' WIDE (U.B.G. '1004.•9.5.2) �3j LINEN SG' �y ' IB L-11107.5' AT ALL D 24" OF POCIR RS WI 5TRI HIN F- CABINET G1 . RANGE i i� OVEN W/ t UNDERIFLOOR ACGES5 AND VENTILATION IF PARCEL 15 LoGATEO WITHIN A DEOI&NAT'W 1 YEAR FLOOD PLAIN; S 5. FINISH FLOOR SHALL ESE A MNIMUM OF ONE FORT ABOVE THE ELEVATION 4% I 'X6" �� Q�y \4• / �� O" G�d a� A160YEAVELT.P. LI MISGELL,�NF.A15 • PER SEG 250!.5 AND 2906.7, U.S.C. D / 6065 �/ 5055 305OL5 W =3/1• EVE SHOWN ON THE FLOOD ELEVATION CERTfftATF- PROVIDE Arne ACCESS AND �- - 47- O O O - m o O ' 10 VENIL TATION. (SEG 1505, U.B.C) SLIDING SAFETY SLIDING SAFETY 3 �' EQUAL'TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL 1 1 PROVIDE APPROVED FLASHING AT ALL EXTERIOR OFFNIN". Q� GLASS DOOR GLASS DOOR 2555 . BUILDIN6 PLATE ON TOP or STEM WALL TO sE ONE FOOT OR MORE ABOVE THE 1 OO -YEAR FLOOD ELEVATION. (IF PLATE HE"T IS ABOVE 24' A50VE • 3 6 • PROVIVE A MINIMUM OF ONE 51-0' EX'iltiRIOR DOOR (SEG 1005.3.1.5, U.5.(:,) O PROVIDE 1 HOUR PROTECTION 6 �4ry I SELF-CLOSING y�H 1 PROVIDE CERTIFICATEOFCONFORMANGE PROVIDE 1 BEDROOM WINDOW WITH ON GARAGE SIDE OF COMMONSOLID-GORE L-16.5' WINDOW In GRADE, ENGINEERING REQUIRED) :2. FOR ALL GLU-LAM BEAMS. WALL TOGETHER WITH SELF- MINIMUM OPENING VIMEN51ON OF 24" �. O QTY SIZE GUARDRAIL5 TO HAVE A MINilMUM 36'HIGH Tor RAIL, Wm+ CLOSING 1 5/b" THICK 50LID- HIGH BY 20" WIDE, 5.7 SOFT AREA, m JL 1 •3 INTERMEDIATE RAILS SPACED THAT A 4' SPHERE CANNOT AND 44" MAXIMUM SILT. HEIGHT. WOOD RIGHT SLIDING . AND FACILITIES ARE TO BE LOCATED A50VE THE I00 -YEAR FLOOD ELEVATION. PA55 THROUGH (SEG 5011, U.54W 24•-0" STOVE ID 2 W-0' PLUMBING ^A AT LE:A!6T TWO OPEWN6S IN EXTERIOR &ARA*E WALLS, LOCATEDON INSTALLED MINIMUM HATER. GLOSETGLEARANGESTo59 13'PROM ITS 40 UVINS AREA ' :,• 50 GAL. GAS WATER HEATER WITH P.T. • CENTER TOSIDEWALLAND 24' FRONT CLEARANGE.(U.P4.408A) PER MFG. LEFT SLIDING O T 14. THE AGGREGATE AREA PLUMBING VENTS SHALL MINIMUM SHOWER COMPARTMENT SIZE$HALLBE 41. C KCLE NP.C.412.7) GRE TILE In 1024 SQUARE INCHES AND 50'GO RIGHT 5LIDING NG BE 12.37 SQUARE IHES,MINIMUM. 2 M,�S43 TER BDRM HEARTH STEP (n FOUNDATION PLAN 'SCALE: 1/4"- 1'-O" FOUNDATION NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWING5. 2. SEE TYPICAL DETAILS ON SHEETS 5D 1 AND 552. 3. PROVIDE ANCHOR BOLT SIZE AND 5PAGIN6 PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4. SLAB SECTION: A) 4" CONCRETE SLAB WITH *3 REBAR AT 16' O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB B) 2' SAND (DELET AT EXTERIOR SLABS) G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) D) 4' FREE DRAINING MATERIAL E) PROPERLY PREP^RED SU56RADE 5. PLUMBING, SPRINKLER AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR EGGLL I 'x 1 WATER HEATER SHALL BE 6A16 -STORAGE TYPE 4 1SHALL BE CERTIFIED BY G.EG. 1 6 INSULATE FIRST 5 FEET OF HATER PriNr. ip HATER. . HEATER WITH A MINIMUM OF R-4 INSULATION. I 4 CARPET FLOOR LIVING n ' GC 1 SHOWER HEADS 4 INTERIOR FITTINGS SHALL BE CERTIFIED 'LOM FLOW' 5Y C.E.C. 20&HALL I SE PROTECTED BY AN ARC -FAULT CIRCUIT NTERIRUPTemw CARPET FLOOR AS PERK SEC. 210-17(5) OP THE 2001 CEG. 1 PROVIDE APPROVED VENT AND ADEQUATE COMBUSTION AIR FOR GA5 WATM HEATER AND/OR FURNACE. (CH 7 4 5, U.M.G) 1 Q PROVIDE 15' PLATFORM FOR AFFLIANGE5/EQUIPMENT IN 1 . GARAC7E CAPABLE OF PKODUGIN6 A FLAME, SPARK OR 6L.OW. 1N5TALLL FLUORESCENT OR OTHERC.ErG. APPROVED LIGHTING 2 1. ' E p y �\ FTILE LOOR A 10 F+ROVIDE SAETY d m AT ALL P0015 24" OF DOOR]STRIKE GLASS I FlXTURLE5 IN KITCHEN i ROOMS WITH WATER CLOSETS. W ITHIN . t ELIEGTRIGtld%L. 4 0 ?-O s-4 LINE OF TILE ALL 514KANCH CIRCUITS THAT SUPPLY RECEPTACLES IN BEDROOMS _ 20&HALL I SE PROTECTED BY AN ARC -FAULT CIRCUIT NTERIRUPTemw AS PERK SEC. 210-17(5) OP THE 2001 CEG. 1N5TALLL FLUORESCENT OR OTHERC.ErG. APPROVED LIGHTING 2 1. ' 2465 2668 FlXTURLE5 IN KITCHEN i ROOMS WITH WATER CLOSETS. PROVIIOELGHTS,SWITCHESAND MEPTACLESFOR HALL (SAS WALL 2 2. MAINTEENANGE OF MECHANICAL EQUIPMENT. (SEC 506, U.M.G) uj CARPET NIT 2 3 u•05E:T5 LIGHT& PER N.E.G. ARTICLE 410-5. 0 t FLOOR FURNACE NOOK w 10 &ROUNND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, X w > • O �- Q CARPET FLOOR (SWAMP O 't 6ARA6GE, KITCHEN WET BAR AND EXTERIOR REGEPTACLE5 (N.E.C. 21 O) :24.• w 0 >L ,r IGOOLERI 2 �• ELEGTNRIGAL MEGNANIGALANDPLUWBINOCONSTRUGYIONSHALL COMPLY THC Q 0 CLOSET SUPPLY O J I VENT WRH CURRENT EDITIONS OF THE NATIONAL ELECTRICAL _ W W CODE, i UNIFORM MECHANICAL CODE AND UNIFORM PLUMBING CODE.0 b p CARPET 2 'D w U FLOOR INSTALL SMOKE DETECTORS AS PER THE b L1 26. REQUIREMENT OF U.B.C. SEC p 10.1.1,. O< z 4'-4" 2'- • FULL DESK �/ - HVAC AG IL I- X LINEN W SHELF 4 POLE y} to < w CABINET i ' 2-1. DUCT&: SHALL BE GON&TRUGTLIE? 5ULATED 4 INSTALLED IN 24&6 ' . SETBACKS, AND 20 FEET (27' rt FEDERAL AIR ROUTE) FROM THE EDbE OF J •► 1p CONFORMANCE WITH THE LATESt EDITION OF THE U.M.G. BER6LA5 CABINET r GARAGE DOOR SIZE 2 •� THERMAO6TAT SHALL BE PRO6RAUA5LE ' METER W } IV v FORMICA TOP L W ER DESIGN W/ 2 4 SPLASH L • (� TYPE YWITH SETBACK CONTROLS. / O 1IL W N < 0 OWNER 1U ' PROVIIDE BAGKDRAFT DAMPERS, �Q 2---- I I IL t j ILA&& r , • ALL EEXHAUST FANS: � 1_ ^ t .J N Z TILE TOP cc- s EXCEPT FORA 2' OVERHANG. 4 -1.�7Z [4 � INSULATION-'- +� I a � Z 0 SPLASH � 4( ( IL NL v /� O. INSULA'T10NSHALL MEET G.E.G.QUALITY5TANDAIzD5. SEE GALG& FOR TYPE THIGKNE93alOR r Q > W 2 PROVIDE BACKN& FOR ----�_j TOWEL BARS 044' KITGHEti �» PROPERTIES IN .FLOOD PLAIN „J ENERb'Y RATING. , 1 G3"+r-E� . eiLE FLOORS' J 3 1 . CAULK EXTERIOR DOORS i WINDOW FRAMES. 4. L W BATH H REPIt16ERATOR DBL SINK i DISPOSAL 1 m .- TILE FLOOR HFULL EIGHT L SPACE 'm 3:2. WEATHIERSTRI'• ALL EXTERIOR DOOR!• HEADER TO A MINIMUM OF 14" �3j LINEN SG' �y ' CAULK - i SEAL ALL JONT5 i PENET BATONS OF 310 ' 10 CABINET G1 . RANGE i i� OVEN W/ t . BU11171NIG ENVELOPE. IF PARCEL 15 LoGATEO WITHIN A DEOI&NAT'W 1 YEAR FLOOD PLAIN; S 5. FINISH FLOOR SHALL ESE A MNIMUM OF ONE FORT ABOVE THE ELEVATION O O" G�d a� A160YEAVELT.P. LI MISGELL,�NF.A15 ' D / W =3/1• EVE SHOWN ON THE FLOOD ELEVATION CERTfftATF- IAS GOOKIN6 APPLIANCES ¢HALL DE HL OTLES& OR ALL ELECTRICAL _T m O O O - m o O ' SLIEST (ROOM& AND HABITABLE ROO� SHALL HAVE NATURAL LIGHT o o UPPER 0.5. AIR ' 3 �' EQUAL'TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL 5 L� BUILDING MUST BE ANCHORED TO CONCRETE STEM WALL SYSTEM WITH 4. CONVENTIONAL ANCHOR BOLTS. 7 �Q Q� - 160,70 ,R -, A Ay�� 2555 TO 5% OF THE FLOOR AREA (6EG 1205, U.5.G) BUILDIN6 PLATE ON TOP or STEM WALL TO sE ONE FOOT OR MORE ABOVE THE 1 OO -YEAR FLOOD ELEVATION. (IF PLATE HE"T IS ABOVE 24' A50VE • 3 6 • PROVIVE A MINIMUM OF ONE 51-0' EX'iltiRIOR DOOR (SEG 1005.3.1.5, U.5.(:,) �qry PROVIDE 1 HOUR PROTECTION 6 �4ry I SELF-CLOSING y�H ON GARAGE SIDE OF COMMONSOLID-GORE L-16.5' WINDOW SCHEDULE GRADE, ENGINEERING REQUIRED) 5-7. EXTItRIIOR PLASTER SHALL HAVE WEED &GREEO5 PER U.5.0. SEC 2506.5. WALL TOGETHER WITH SELF- QTY SIZE DESCRIPTION CLOSING 1 5/b" THICK 50LID- ELECTRICAL, HEATNG, VENTILATION, PLUMBING AND AIR-60NOITIONING EQUIPMENT 5 6 545. INSTALL SKYLk5FfT& PER SEC. 24001 AND 2603.7, U.B.G. , r GORE DOOR 1 4050R5 RIGHT SLIDING . AND FACILITIES ARE TO BE LOCATED A50VE THE I00 -YEAR FLOOD ELEVATION. /4'-4" 24•-0" 3 el. PROTECT PLASTIC FOAM INSULATION PER SEG 2602.4, U.B.C. . 1 2'-4' 3'-4" 11 W-0' EXT. 5LIDER-GLA55 AT LE:A!6T TWO OPEWN6S IN EXTERIOR &ARA*E WALLS, LOCATEDON MINIMUM HATER. GLOSETGLEARANGESTo59 13'PROM ITS 40 UVINS AREA ' :,• 50 GAL. GAS WATER HEATER WITH P.T. • CENTER TOSIDEWALLAND 24' FRONT CLEARANGE.(U.P4.408A) L LEFT SLIDING VALVE WITH DISCHARGE TO OUTSIDE 507�•► OPPOSITE SIDE& of ADJACENT WALL5 WITHA TOTAL NET AREA OF NOT LE55 1r Qry ' MINIMUM SHOWER COMPARTMENT SIZE$HALLBE 41. C KCLE NP.C.412.7) GRE W/ SEISMIC STRAPS TOP AND BOTTOM. VENT THRU ROOF AND PROVIDE 2 1024 SQUARE INCHES AND 50'GO RIGHT 5LIDING r . . THAN 1 SQUARE INCH POR EVERY SQUARE FOOT OF ENCLOSED AREA. THE STEP Q ' BARRIER FROM VEHICULAR DAMAGE 2 4040L5 PRovfDEPLUMBIN6PuCTURE3 WATERGLOSET BOTTOM OF THE OPENING SMALL BE NO NIGHER THAN 1 FOOT A50VE &RADE. ALL WLLDNCMATERIALS M TERIAL SELOW THE i 00 -YEAR FLOOD ELEVATION MUST BEFIR FLOOR PL� 42. CLEARANCES AND SHOWER SIZES PER UP.G. ^ 3050L5 t ' PROVIDE ADEQUATE CLEARANCE AND TYPE -A FLUE FEPLAGE/WOODSTOVE 43. FDR IR I GARAGE: SCALE: 1/4"- ' 1'-O" 44. PROVE PROT'ECTIONOFAPPLIANCES N QTY ' CONCRETE 6ARA6E FROM VEHICULAR DAMAGE. SLAB 1 3065 45. PROVIDE APPROVED SPARK ARRESTER AT U FLOOR j ALL GHIMNEYS/TYPE K FLUES. 2 2460 4 -PANEL - WHITE 4 VENEER SHALL BE INSTALLED PER CHAPTER 14, U.154, ftl n 1 $060 BIFOLD PROVIDE SAFETY GL.ASIN6 IN ALL HAZARDOUS . L(. 1 2665 4-rhNEI. - ^\A\T f- LOCATIONS (UM.G SEG 2406) 1 ; ' ; • li2blbb I /I 6ARAGE FIRE WALL SEPARATION - REQURED ON 6ARA6E SIDE, NCLUOIN6 D GAtRA6E 4 SUPPORTING WALLS AND POSTS N•5.G. SEC 502.4EXCEPTION •3) 1 3060 EXT. HINGED-6LA55 L- 150 OP EVER 3066 EXT. 6 PANEL 4 q. SPECIAL ROOF COVERING REQUIRED, GLASS 5 MINIMUM. DEVELONTY pM GG 0' OF# 1/ SER I 1 i EGGLL 'x6' 15.0' INGLUDIN6 (1) 3'-O" WINDOW OPENING b 0 R b PROVIDE 2 SEPARATE EXITS FROM THE $RD STORY. 50. (U.B.G. SEG 1004.2.5.2 EXCEPTION 04) ' PROVIDE EACH BEDROOM WITH ONE WINDOW 19TTH MINIMIUM OPENING 1 DIMENSION OF 24' HN5H BY 20' WIPE, ' I ' L� 10.0' 5.? •CIFTAREA°AND 44' MAXIMUM ' FINISHED GARAGE DOOR OPENING SILL HEIC-HT.(U.B.G.510.4)I TO BE 1 "SHORTER IN HEII6HT 4 2" I ELECTRICAL b ALL STRUGTURE5 AND EQUIPMENT INGLUDIN6 OJERHAN6&, &MALL BESERVICE 5:2. CLEAR OF ALL EASEMENTS. SIDE YARD SETBACKS, REAR YARD NARRpWER THAN WIDTH OF SD 1 . SETBACKS, AND 20 FEET (27' rt FEDERAL AIR ROUTE) FROM THE EDbE OF GARAGE DOOR SIZE ' METER THE RIGHT-OF-WAY SHALL BE CLEAR OF STRUCTUIkes AND EQUIPMENT ' I I EXCEPT FORA 2' OVERHANG. ' I PROVIDE SOLID 51_0CKIN6 AT I ' PROPERTIES IN .FLOOD PLAIN CENTER OF DOOR FROM ' HEADER TO A MINIMUM OF 14" IF PARCEL 15 LoGATEO WITHIN A DEOI&NAT'W 1 YEAR FLOOD PLAIN; S 5. FINISH FLOOR SHALL ESE A MNIMUM OF ONE FORT ABOVE THE ELEVATION LI ABOVE TOP OF DOOM ' SHOWN ON THE FLOOD ELEVATION CERTfftATF- - -=---- ---�-- 5 L� BUILDING MUST BE ANCHORED TO CONCRETE STEM WALL SYSTEM WITH 4. CONVENTIONAL ANCHOR BOLTS. 7 �Q Q� - 160,70 ,R -, A Ay�� BUILDIN6 PLATE ON TOP or STEM WALL TO sE ONE FOOT OR MORE ABOVE THE 1 OO -YEAR FLOOD ELEVATION. (IF PLATE HE"T IS ABOVE 24' A50VE • L-4.0' 1 2•-D• 12•-O• L-4 .O' WINDOW SCHEDULE GRADE, ENGINEERING REQUIRED) QTY SIZE DESCRIPTION ELECTRICAL, HEATNG, VENTILATION, PLUMBING AND AIR-60NOITIONING EQUIPMENT 5 6 1 4050R5 RIGHT SLIDING . AND FACILITIES ARE TO BE LOCATED A50VE THE I00 -YEAR FLOOD ELEVATION. 24•-0" 4•_O" 2 6060 EX EXT. 5LIDER-GLA55 AT LE:A!6T TWO OPEWN6S IN EXTERIOR &ARA*E WALLS, LOCATEDON UVINS AREA 1 303OL5 LEFT SLIDING 507�•► OPPOSITE SIDE& of ADJACENT WALL5 WITHA TOTAL NET AREA OF NOT LE55 2 30SOR5 RIGHT 5LIDING . . THAN 1 SQUARE INCH POR EVERY SQUARE FOOT OF ENCLOSED AREA. THE 2by 0• 2 4040L5 LE T SLIDING BOTTOM OF THE OPENING SMALL BE NO NIGHER THAN 1 FOOT A50VE &RADE. ALL WLLDNCMATERIALS M TERIAL SELOW THE i 00 -YEAR FLOOD ELEVATION MUST BEFIR FLOOR PL� 1 3050L5 I LEFT SLIDING S I DOOR SCHEDULE SCALE: 1/4"- ' 1'-O" QTY SIZE DE5GRIPTION 1 3065 POCKET 4 -PANEL - WHITE NOTE: PLATE : HEIGHT TO BE b' 2 2460 4 -PANEL - WHITE UNLE55 NO'TEID OTHERWI5E. 1 $060 BIFOLD 1 2665 4-rhNEI. - ^\A\T f- li2blbb EXT. 6 PANEL 1 3060 EXT. HINGED-6LA55 1 3066 EXT. 6 PANEL ©(+T 2005 DEVELONTY pM LAND NT,dIV. 2 4"x 3 6" o� az 1z>ZOQQO `<awZJa �o<QO0F. Z'z�JTZ62 meowlLo d ZZN =z:cQLu(3 1-V LiJlu o ILao<ma mzvv ZL H�<Wi<} <<W<HJ< xM:kv w�nxiw0 >mwF-0Q0 wa<Z-1wv t �H <H-01- j a, v r }wl � mz<-{}a a N!1of � Q� tv Ul -.I tD W j ZZlox: Lu <OZ0i �t<�tvn � 0 at Q ILU_v9:o 4162 5gFt LIVEABLE 565 5gFt GARAGE 456 SgFt COVERED PATIO DATE: 10/4/2005 5GALE: 5HOWN 952 �IVJIF�l� PAOR COPYRIGHT 2005 6:\chief 10.0 Plans\Galey Baker Mother-fn-Law\Caset Baker.layout VERTEGH EN6INEEERING JOB NUMBER: 05-203 24" OVERHANG - TYPICAL DOWN5POU7 DOWN5POU' DOWN5PoU- ST22 AT ALL BEAM -TO -SEAM SPLICES - TYPICAL AT PORCH DOWN5POUT SCALE: 1/4"- l' -O" 1. ROOF PITCH SHALL BE 4:12, TYPICAL 2. ROOF COVERING SHALL BE COMPOSITION SHIN6LE5. S. PROVIDE ATTIC VENTILATION EQUAL TO 1 50. FT. VENTILATION PER 300 5Q. FT. OF ATTIC AREA. INSTALL 22 3/5"X 3 1 /2" EAVE VENT5 AT 6'-O"G/G AND GABLE END VENTS PER EXTERIOR ELEVATIONS. 4. 12 - 1 bd SINKERS AT EACH TOP PLATE SPLICE - UNLE55 OTHERWISE NOTED. 5. SEE 5HEET5 901 t 5D2 FOR TYPICAL DETAILS. 6. VERIFY ALL DIMENSION5, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH PLAN DESIGNER. 7. TYPICAL ROOF SHEATHING (U.N.O.): 1/2" THICK, APA, TECO OR PITT5BUR6H RATED 5HEATHIN6, SPAN RATING 32/1 6, EXP05URE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSIONS ACROSS SUPPORTS AND ADJACENT PANELS 5TA66ERED WITH W ENDS OFFSET 4' CASE 1,3 U8C TABLE 23-V-1); EDGE NAILS WITH 5d COMMON OR EQUIVALENT (0.15 1 " ROUND x 2-1/2") AT 6" O.G. AT ALL PANEL ED6E5, BOUNDARIES, GABLE ENDS, 5LOGKIN6 AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.G. 5. SEE NOTE SECTION 5-5N FOR ROOF TRU55E5 BY OTHERS. 9. TYPICAL HEADER BELOW SHALL BE 4"X5" DF -L *2 U.N.O. 10. PROVIDE 4"x STUDS AT ALL GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. DOWNSPOUT W PLATE HEIGHT WOOD 51DI1N6 1 "Xb" TIRIM 9' PLATE HEIGHT __A 2" x 4" 5TUD5. 16" G/c BATT INSULATION - AS PER ENER6Y GALG5 9' PLATE HEIGHT l FA GO 2"X 5/5" GYP. BD. 1 /2" GYP. BD. ❑ SLIDING SAFETY GLA55 DOOR 4" CONCRETE SLAB 4" GRAVEL FILL SEE STRUCTURAL PAGES FOR FOUNDATION DETAIL5 COMPOSITION SHINGLE ROOFING OVER 15* FELT OVER 1/2" COX PLYWOOD OR 055)N/ bd'5 • b", 1 Vale - 4:12 G/t4:12 PITCH TRUSSES AT 24" c/o - VE516N i GALG5 BY OTHER'S BLOWN INSULATION - A5 PER ENERGY GALC5 SLIDING SAFETY GLA55 DOOR SECTION A-2 2 SCALE: 1/4" - 1'-0" b"k 1aDF#1 HEADER 3050 WINDOW OPENIN6 BATT INSULATION - A5 PER ENERGY GALG5 4" CONCRETE SLAB GRAVEL FILL COMPOSITION ROOFIN6 OVER 15# FELT OVER 1/2" COX PLYWOOD OR 0513 _ -A-- a - . -. _ .- FASCIA WITH GUTTER NNEGTED TO F&FIll; LIGHT3"DOWNSPOUTSWOOD SIDING6"X6" OF* 1 P05TPROVIDE SAFTEY GLA55 IF BOTTOM OF EXPOSED EDGE OF GLAZING15 LE55 THAN b0"1 1 vABOVEASTANDINGSURFACEtDRAIN INLET. 1 "X4"TRIM ELEVATION SCALE: 1/5"- 1'-O" COMPOSITION ROOFING OVER 1 5# FELT OVER 1/2* COX PLYWOOD OR 055 WITH Sd'S AT 6", 12" G/G. PITCH 4 / 12 _Y W PLATE HEIGHT FASCIA WITH GUTTER L16HT CONNECTED TO 2"X3" DOWN5POUT5 ELEGTRIGAL SERVICE r "Xb" DF* 1 POST INSTALL STREET ADDRE55 NUMBERS VISIBLE FROM THE STREET. LEFT 51DE ELEVATION SCALE: 1/5"- 1'-O" COMPOSITION ROOFING OVER 150 FELT OVER 1 /2" GDX PLYWOOD OR 055 WITH bd'5 AT b", 12" G/G. PITCH 4 / 12 �- -.TYPICAL FASCIA WITH GUTTER CONNECTED TO 2"m3" DOWNSPOUTS WEST ROOMS A'NND HABITABLE ROOMS SHALL HAVE NATURAL LLIGHT EQUAL TO 10% OF THE FLOOR AREA AMP NATURAL VENTILATION EQUAL TO 5% OF THE MOOR AREA. (SEG 1205, U.B.(:,.) 24" OVERHANG - TYPIGAL NATURAL GRADE COMPOSITION ROOFING OVER 150 FELT OVER 1/2" COX PLYWOOD OR 0515 WITH bd'5 AT b", 12* a/c. PITCH 4 / 12 � 9' PLATE HEIGHT [R—EAR ELEVATION SCALE: 1/5"- 1'-O" PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING DIMENSION OF 24" H16H BY 20" WIDE, 5.7 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (U.B.G. 3 10.4) FASCIA WITH GUTTER CONNECTED TO 2"x3" DOWNSPOUTS 6"x6" DF* 1 POST - TYPICAL PROVIDE SAFETY GLASS AT ALL DOORS WITHIN 24" OF DOOR STRIKE SCALE: 1/4" - 1'-O" 6UE5T ROOMS AND HABITABLE ROOMS SHALL OCT 1 1 2005 HAVE NATURAL LIGHT EQUAL TO 10% OF THE $(:; ' FLOOR AREA AND NATURAL VENTILATION EQUAL TO 596 OF THE FLOOR AREA. (SEG 120S U.B.G) Q, as tJ4 24"X36" Zpw �z lw-zzz0� ul y Z O < IL Q<�ffUj zI� IO<o'0 Pi ojowlLV LZ _0 =x<~pul0 lu ILULIYp<m0 WZYV ZL P13flu <� taw<H�( luVVMmpt lu a- <JUV _jw�<w=w 40�, O .k _ gnur U :� �ws � v mil ' .>>X i 4 Y ` � MVV � < } g la �� z Q� �o 0 z O A ry JU z v � z O ILI V ._rig _o ulV! _ V W 0 v Q�0 lu lu z xO N z H { W J ZmW <<IY LZQ IL tu w X of N W 9 6 2 SgFt LIVEABLE 565 5gFt GARAGE 456 5gFt COVERED PATIO DATE: 10/4/2005 5CALE: 5HOWN gap= I "(DRY PAGE P= COPYRIGHT 2005 6:\Chief 10.0 Flans\Gaeey Baker Mother-in-Law\Caset Baker.layout VERTECH E'NSINEERING JOB NUMBER: 05-203 ELEVATION SCALE: 1/5"- 1'-O" COMPOSITION ROOFING OVER 1 5# FELT OVER 1/2* COX PLYWOOD OR 055 WITH Sd'S AT 6", 12" G/G. PITCH 4 / 12 _Y W PLATE HEIGHT FASCIA WITH GUTTER L16HT CONNECTED TO 2"X3" DOWN5POUT5 ELEGTRIGAL SERVICE r "Xb" DF* 1 POST INSTALL STREET ADDRE55 NUMBERS VISIBLE FROM THE STREET. LEFT 51DE ELEVATION SCALE: 1/5"- 1'-O" COMPOSITION ROOFING OVER 150 FELT OVER 1 /2" GDX PLYWOOD OR 055 WITH bd'5 AT b", 12" G/G. PITCH 4 / 12 �- -.TYPICAL FASCIA WITH GUTTER CONNECTED TO 2"m3" DOWNSPOUTS WEST ROOMS A'NND HABITABLE ROOMS SHALL HAVE NATURAL LLIGHT EQUAL TO 10% OF THE FLOOR AREA AMP NATURAL VENTILATION EQUAL TO 5% OF THE MOOR AREA. (SEG 1205, U.B.(:,.) 24" OVERHANG - TYPIGAL NATURAL GRADE COMPOSITION ROOFING OVER 150 FELT OVER 1/2" COX PLYWOOD OR 0515 WITH bd'5 AT b", 12* a/c. PITCH 4 / 12 � 9' PLATE HEIGHT [R—EAR ELEVATION SCALE: 1/5"- 1'-O" PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING DIMENSION OF 24" H16H BY 20" WIDE, 5.7 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (U.B.G. 3 10.4) FASCIA WITH GUTTER CONNECTED TO 2"x3" DOWNSPOUTS 6"x6" DF* 1 POST - TYPICAL PROVIDE SAFETY GLASS AT ALL DOORS WITHIN 24" OF DOOR STRIKE SCALE: 1/4" - 1'-O" 6UE5T ROOMS AND HABITABLE ROOMS SHALL OCT 1 1 2005 HAVE NATURAL LIGHT EQUAL TO 10% OF THE $(:; ' FLOOR AREA AND NATURAL VENTILATION EQUAL TO 596 OF THE FLOOR AREA. (SEG 120S U.B.G) Q, as tJ4 24"X36" Zpw �z lw-zzz0� ul y Z O < IL Q<�ffUj zI� IO<o'0 Pi ojowlLV LZ _0 =x<~pul0 lu ILULIYp<m0 WZYV ZL P13flu <� taw<H�( luVVMmpt lu a- <JUV _jw�<w=w 40�, O .k _ gnur U :� �ws � v mil ' .>>X i 4 Y ` � MVV � < } g la �� z Q� �o 0 z O A ry JU z v � z O ILI V ._rig _o ulV! _ V W 0 v Q�0 lu lu z xO N z H { W J ZmW <<IY LZQ IL tu w X of N W 9 6 2 SgFt LIVEABLE 565 5gFt GARAGE 456 5gFt COVERED PATIO DATE: 10/4/2005 5CALE: 5HOWN gap= I "(DRY PAGE P= COPYRIGHT 2005 6:\Chief 10.0 Flans\Gaeey Baker Mother-in-Law\Caset Baker.layout VERTECH E'NSINEERING JOB NUMBER: 05-203 FASCIA WITH GUTTER CONNECTED TO 2"m3" DOWNSPOUTS WEST ROOMS A'NND HABITABLE ROOMS SHALL HAVE NATURAL LLIGHT EQUAL TO 10% OF THE FLOOR AREA AMP NATURAL VENTILATION EQUAL TO 5% OF THE MOOR AREA. (SEG 1205, U.B.(:,.) 24" OVERHANG - TYPIGAL NATURAL GRADE COMPOSITION ROOFING OVER 150 FELT OVER 1/2" COX PLYWOOD OR 0515 WITH bd'5 AT b", 12* a/c. PITCH 4 / 12 � 9' PLATE HEIGHT [R—EAR ELEVATION SCALE: 1/5"- 1'-O" PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING DIMENSION OF 24" H16H BY 20" WIDE, 5.7 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (U.B.G. 3 10.4) FASCIA WITH GUTTER CONNECTED TO 2"x3" DOWNSPOUTS 6"x6" DF* 1 POST - TYPICAL PROVIDE SAFETY GLASS AT ALL DOORS WITHIN 24" OF DOOR STRIKE SCALE: 1/4" - 1'-O" 6UE5T ROOMS AND HABITABLE ROOMS SHALL OCT 1 1 2005 HAVE NATURAL LIGHT EQUAL TO 10% OF THE $(:; ' FLOOR AREA AND NATURAL VENTILATION EQUAL TO 596 OF THE FLOOR AREA. (SEG 120S U.B.G) Q, as tJ4 24"X36" Zpw �z lw-zzz0� ul y Z O < IL Q<�ffUj zI� IO<o'0 Pi ojowlLV LZ _0 =x<~pul0 lu ILULIYp<m0 WZYV ZL P13flu <� taw<H�( luVVMmpt lu a- <JUV _jw�<w=w 40�, O .k _ gnur U :� �ws � v mil ' .>>X i 4 Y ` � MVV � < } g la �� z Q� �o 0 z O A ry JU z v � z O ILI V ._rig _o ulV! _ V W 0 v Q�0 lu lu z xO N z H { W J ZmW <<IY LZQ IL tu w X of N W 9 6 2 SgFt LIVEABLE 565 5gFt GARAGE 456 5gFt COVERED PATIO DATE: 10/4/2005 5CALE: 5HOWN gap= I "(DRY PAGE P= COPYRIGHT 2005 6:\Chief 10.0 Flans\Gaeey Baker Mother-in-Law\Caset Baker.layout VERTECH E'NSINEERING JOB NUMBER: 05-203 ELECTRICAL LEGEND SYMBOL DESCRIPTION (} n ELECTRICAL SERVICE PHONE: (530) 624-167x7 METER l j CONTACT NAME: SUB PANEL PHONE: CEILING FAN WITH OR WITHOUT LIGHT KIT aEXHAUST FAN EXHAUST FAN WITH HEAT LAMP EXHAUST FAN WITH HEAT LAMP t LIGHT B WALL MOUNTED EXHAUST FAN GABLE TELEVISION JACK �U � GAT 5 GABLE JACK GAT 5 WITH TV JACK Ib TELEPHONE JACK -Q TELEVISION JACK O ® EXTERIOR HAN61N6 O o O Op p j b L*HT5 EXTERIOR PATHWAY L16HT5 �J 0 O qv EXTERIOR STREET / POLE LAMPS ® EXTERIOR STREET / POLELAMP5 EXTERIOR STREET / POLE LAMPS EXTERIOR WALL D� MOUNTED LI&HT5 ® INTERIOR GEILIN6 MOUNTED L16HT5 RECESSED CANNED L16HT ® HEAT LAMP — RECESSED FLUORESCENT LIGHT GEILIN6 MOUNTED FLUORESCENT LIGHT ® ® OOD O CQ HANGING PENDANT ® O ZST Li&HTS O O O TRACK UCHTMG o B ® o PUCK 4 UNDER CABINET LI&HT5 1,04 o WALL MOUNTED • Q INTERIOR U644T5 �y 110 110v DUPLEX RECEPTACLE SPLIT WIRED 1 1 Ov DUPLEX RECEPTACLE 1 1 Ov SINGLE RECEPTACLE 220v RECEPTACLE 110v DUPLEX RECEPTACLE - 619 1 1 Ov DUPLEX RECEPTACLE - WEATHERPROOF COVER �+ 1 1 Ov G7UADRAPLEX RECEPTACLE SWITCH W/SINGLE 1 1 O RECEPTACLE CONTROLLED BY LOW VOLTAGE RECEPTACLES: n �u DRYER, WASHER t DISHWASHER -Ov RANGE, GOOKTOP 4 HOOD MICROWAVE, REFRI6 < SAUNA ..pp° �Y STEAM SHOWER, TOWEL Ov WARMER t TRASH COMP. 6ARBA&E 015P, WHIRLPOOL t BLANKED ® 1 10v SMOKE DETECTORS DOOR SELL, INTERCOM t THERMOSTAT LOW VOLTAGE TRANSFORMER �• SINGLE, THREE WAY FOUR WAY 9104ITCHE5 DIMMER TIMER t WATERPROOF 5WITGHE5 7DITIONAL ,IRGUIT FOR AUNDRY QUITS SHALL CIRCUITS. 70 i /cl O ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN BEDROOM5 SHALL BE PROTECTED BY AN ARG -FAULT \CIRCUIT INTERRUPTER(5) A5 PER SEG. 210-1203) OF THE 2001 GEC. ' "`I LiO / / \ 1 bQ O• O O ' WH ELECTRIC ASL PLA�1�l ISCALE: 1/4"- 1'-O" I ELECTRICAL SHALL BE INSTALLED PER THE 2001 G.E.C. 1. ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLE C)UTLETS IN BEDROOMS SHALL BE PROTECTED BY ARG -FAULT CIRCUIT INTEMMUPTER5. 2. MAIN ELECTRICAL 5ERVIGE 15 200 AMP. S. THERE WILL BE A MINIMUM OF ONE 6FI PROTECTED RCECEPTACLE SERVIN6 ANY ISLAND COUNTERTOP THAT 15 24 INCHES BY 121 INCHES OR LARGER. 4. ALL NON -DEDICATED 15 AND 20 AMP, 120 VOLT RIECEPTACLE5 LOCATED IN THE 6ARA6E WILL BE 6FI PROTECTED S. ALL OUTDOOR 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE WEATHERPROOF AND 6FI PROTECTED. ' 6. ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VGOLT RECEPTACLES WILL BE 6FI PROTECTED. 1, ALL OUTLET OR RECEPTACLE BOXES LOCATED ON 4OPP051TE SIDES OF THE OCCUPANCY SEPARATION BETWEEN THE 6ARA&E AIND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE QF NOT LE55 THAN 24". O. LIGHT FIXTURES IN TUB AND 5HOWER ENCLOSURES WIILL 13E L15TEP AND I-ASELED "SUITABLE FOR DAMP LOCATIONS" OR'5UIITABLE FOR WET LOCATIONS". 9. BATHROOMS WILL CONTAIN AT LEAST ONE FLUORESCENT LIGHT FIXTURE WHERE THE TUB OR SHOWER 15 LOCATED THAT 15 510NITGHED AT THE ENTRANCE TO THE ROOM. \ 10. CLOSETS LI6HT5 PER N.E.G. ARTICLE 410-0. 11, GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, GARAGE, KITCHEN, WET BAR AND EXTERIOR RECEPTACLES (N.EG. 210). cl 12. INSTALL SMOKE DETECTORS AS PER THE REQUIREMENT OF U.S.C, SECTION 3 10.9.1. 13. THERMOSTATS SHALL BE PR06RAMMABLE TYPE: WIITH SETBACK CONTROLS. 14. PROVIDE BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. 15. PROVIDE L16HT5, 5WITGHE5 AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT, ELECTRICAL 16. INSTALL FLUORESCENT OR OTHER G.E.G. APPROVEDI LI6HTIN6 FIXTURES SERVICE IN KITCHEN AND ROOMS WITH WATER CLOSETS. METER % 40 00 NORTH r O z ,n O WAC Iv r .� z N r.�. N < r N O O nZ 1J.-. T14SHTLINE TO COMMUNITY LEACH FIELD I I I PROPANE TANK - 1 C MIN. FROM (p I BLDG. im WjW m I I I I ACCESS EA5EMENT AFNO1 1 - -150-00q GRAtZINCG LAND ZB�I. 55. LOT "13" 0.30 ACRES PROP05ED NEkN RE51PENCE SEPTIC G�NNEGTET7 LOT 1 1.40 A CRE5 P64E EASEMENT 423 OR 3 1 LOT 2 1.1 6 ACRES RE51DENTIAL LOT I I NORTH - SOUTH I SECTION LINE OF I SECTION 25 I i i i j 50' SEPTIC I / FREE AREA G C T 1 1 2005 GQUNIV Uf BUTT f- 1 eNn nE�oRr,r 24"x3 b" <><() WQtrLnj5zo<Qcn0 W< IDSO ID � cavo Jwa ~IL V < m iuzvv za F0<wi<�- <tul<�0< }V�-I <V t9ff!! UJ w<?�wr �w<w=w AFF<�0� mor v W AiX � MVV � wv Q�J O z 0 _r A Ary JU Z LL Vl = v Q } OL r w F- 0 � } M� IJJ z 0 w J Zw <v L N VV< L Lu Lia vv� u Lu L 9 6 2 SgFt LIVEABLE 568 5gFt GARAGE 456 SgFt COVERED PATIO DATE: 10/4/2005 SCALE; SHOWN gap= "ony PAGE vs COPYRIGHT 2005 6:\Chief 10.0 Plans\Gaeey Baker Mother-in-Law\Caret Baker.layout VERTECH ENGINEERING JOB NUMBER: 05-205 SCALE: 1"- 20'-0' OWNER: CASEY AND L15A BAKER ADDRESS: 7 1 9 PARKWOOD DRIVE, CHICO, CA 959217 PHONE: (530) 624-167x7 51TE LOCATION: LOT 1, COYOTE )NAT, CHICO CONTACT NAME: CA5EY BAKER I PHONE: (550) 624-7618 I ACCESS EA5EMENT AFNO1 1 - -150-00q GRAtZINCG LAND ZB�I. 55. LOT "13" 0.30 ACRES PROP05ED NEkN RE51PENCE SEPTIC G�NNEGTET7 LOT 1 1.40 A CRE5 P64E EASEMENT 423 OR 3 1 LOT 2 1.1 6 ACRES RE51DENTIAL LOT I I NORTH - SOUTH I SECTION LINE OF I SECTION 25 I i i i j 50' SEPTIC I / FREE AREA G C T 1 1 2005 GQUNIV Uf BUTT f- 1 eNn nE�oRr,r 24"x3 b" <><() WQtrLnj5zo<Qcn0 W< IDSO ID � cavo Jwa ~IL V < m iuzvv za F0<wi<�- <tul<�0< }V�-I <V t9ff!! UJ w<?�wr �w<w=w AFF<�0� mor v W AiX � MVV � wv Q�J O z 0 _r A Ary JU Z LL Vl = v Q } OL r w F- 0 � } M� IJJ z 0 w J Zw <v L N VV< L Lu Lia vv� u Lu L 9 6 2 SgFt LIVEABLE 568 5gFt GARAGE 456 SgFt COVERED PATIO DATE: 10/4/2005 SCALE; SHOWN gap= "ony PAGE vs COPYRIGHT 2005 6:\Chief 10.0 Plans\Gaeey Baker Mother-in-Law\Caret Baker.layout VERTECH ENGINEERING JOB NUMBER: 05-205 14 PROVIDE ANCHOR BOLTS (1 /2"x 1 O" AT 1 POUR 4 1/2'X 12" AT 2 POUR SYSTEMS) AT b' G/C MAXIMUM AND WITHIIN 12" OF ALL JOINTS. PROVIDE 2"X2"x3/ 16" STEEL PLATE WA5HER5 Ar EACH BOLT. (SEG 1506.6 U.B.G.) SLA55-ON-GROUND WITH TURNED DOWIN FOOTING5 SHALL HAVE A MINIMUM OF ONE *4 BAR AT THE TOP AND BOTTOM i x x v Q h FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWIN65. 2. SEE TYPICAL DETAILS ON 5HEET5 501 AND 502. S. PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4. SLAB SECTION: A) 4" CONCRETE SLAB WITH *3 REBAR AT 15* O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB B) 2" 5ANO (DELFT AT EXTERIOR SLABS) G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) P) 4" FREE PRAINING MATERIAL E) PROPERLY PREPARED 5U56RADE 5. PLUMBING, 5PRINKLER AND MECHANICAL 5UBGONTRAGTOR5 SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR GENERAL NOTES FOUNDATION 1 . PROVIDE ANCHOR BOLTS (I /2'x i V AT SINGLE POUR OR 1 /2'x 1 VAT 2 POUR SYSTEMS) AT W WC MAXIMUM AND WITHIN 12' OF ALL JOINTS. PROVIDE 2'x2'x3/ 1 b' STEEL PLATE WASHERS AT EACH BOLT. (SEG 1606.6 UJ5.C.) FOUNDATIONS WITH STEMWALLS SHALL DE PROVIDED WITH A MINIMUM 2 OF ONE 04 BAR P AT THE TOOF THE WALL AND ONE »4 AT THE BOTTOM OF THE FOOTING. MEG 1806.1.1, UJ5.CJ 3 • SLA5S-ON-6ROUND WITH TURNED DOWN FOOTIN66 &HALL HAVE A MINIMUM OF ONE 04 BAR AT THE TOP AND BOTTOM (SEG 1 bCb.1.2, UD -C) FRAMING, g, • BEARING WALL HEADERS SHALL BE W x 101 D.F. 02 MINIMUM AT 4' WALLS t 6'x 101 DF. •2 AT 6' WALLS, UNLESS OTHERWISE NOTED. 5 'L� HOLD TOP OF ALL WINDOWS AT THE SAME HEIGHT AS 6000" - TYPICAL UNLESS OTHERWISE NOTED. PROVIDE REQUIRED ROOM DIMENSIONS AND 6 . GE1WN6 HEIGHT. (SEG 510.6. U -54J . ALL STAURWAYS TO COMPLY WITH UJ5.C. SEGTION 1005.3, FOR R15E, RUN, HEADROOM, ROTH. LANDIN&5 AND HANDRAILS. 8 • HALLWAYS TO BE A MINIMUM OF 66' WIDE (U.5.C. 10704.3.5.2) . UNDERFLOOR ACCESS AND VENTILATION PER SEG: 2306.5 AND 2506.1, UJ5.C. 10 • PROVIDE ATTIC ACGE55 AND V ENTIL^,TION (SEC 1505, U.B.CJ PROVIDE APPROVED FLASHINO AT ALL 1 1 . EXTERIOR OPENIN65. 1 PROVIDE GERTIFICATE OF CONFORMANCE FOR ALL 6LU-LAM BEAMS. GUARDRAILS TO HAVE A MINIMUM 56' HIGH TOP RAIL, WITH 1 5. INTERMEDIATE RAILS 5PAGED THAT A W SPHERE CANNOT PA55 THROUGH (SEG 50•I, UJS.GJ PLUMBING 1 4. THE A66RE&ATE AREA PLUMBING VENTS 5HALL BE 12.51 SQUARE INCHES, MINIMUM. WATER BEATER SHALL 5E BAS -STORAGE TYPE 4 5. SHALL OSE CERTIFIED BY GF.C. 1 6 . INSULATE FIRST 5 MEET OF WATER PIPING • WATER HEATER. WITH A MINIMUM OF R-4 INSULATION. 1 SHOWER HEADS 4 INTERIOR FITTINGS SHALL ESE CERTIFIED •LOW FLOW BY GLC. 1 PROVIDE APPROVED VENT AND ADEQUATE COMBUSTION AIR FOR 6A.5 WATER HEATER AND/OR FURNACE. (CH 14 D. U.M.GJ 1 PROVIDE 16' PLATFORM FOR AI•PLIANCE5/EQUIPMENT IN oARA&E CAPABLE OF PRODUCING A FLAME, SPARK OR &LOW. ELECTRICAL ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN BEDROOMS :20.SHALL BE PROTECTED BY AN ARG -FAULT GIRCUIT INTERRUPTERWS) A5 PER SEC. 210-12(5) OF THE 2001 CEG. INSTALL FLUORESCENT OR OTHER CF.G. APPROVED LIGHTING :21. FlXTURE5 IN KITCHEN 4 RO0M5 WITH WATER CLOSETS. :2:2.PROV117E LIGHTS, 5 WITCHES AND RECL9'TACLE5 FOR MAINTEIN/WGE OF MEGHANtCAL EQUIPMENT. (SEG 506, U.M.CJ .25. CL05ETM LIGHTS PER NF.G. ARTICLE 41 O 2 6ROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, 6ARA61E, KITCHEN, WET BAR AND EXTERIOR REGEPTAC X-5 (NE.G. 21 O) 2 . ELECTR:IGAI.. MECHANICAL AND PLUMaIN& CONSTRUCTION SHALL GOMPL,1' WITH THE CURRENT EDITIONS OF THE NATIONAL ELEGTRIGAL GODS, WNIFORM MECHANICAL CODE AND UNIFORM PLUMBING CODE. 2 / • INSTALL SMOKE DETECTORS A5 PER THE (� REQUIR:EMENT OF U.5.G. SEG 510.4.1. HVAC 2 DUCTS !SHALL BE CONSTRUCTED, INSULATED < INSTALLED IN CONFOIRMANCE WITH THE LATEST EDITION OF THE U.M.G. 2 THMM40STAT SHALL BE PRO&RAMMA5LE TYPE WIITH SETBACK CONTROLS. 2 �f . PROVIDEM 5AGKDRAPT DAPER& �I • ALL EXHAUST FANS. INSWLATION I� O. MSUL^InoN SHALL MEET C.E.G. CWA1JTY STANDARDS. SEE J ENERGIY GALG'S FOR Tym THICKNESS </dR RATN6. 3 1 . GAULK'EXTERIDRDOO" 4 WINDOW FRAMES. 3:2. WEATHERSTRIP ALL EXTERIOR DOORS. 35. CAULK •4 SEAL ALL JOINTS 4 PENETRATIONS OF SUILDINI6 ENVELOPE. MISCELLANEOUS 54. 6AS GOOKINS APPLIANCES SHALL BE PILOTLESS OR ALL ELECTRICAL GUEST ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LIGHT 3 5 EQUAL TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL TO 5% OF THE FLOOR AREA. (SEG 1203, U.15.GJ 56. PROVWE A MINIMUM OF ONE 5'-V EXTERIOR DOOR (SEG 1005.5.1.5, U.S.GJ 517. EXTERUOR PLASTER SHALLNAVE WEEP 5CREED5 PER U.5.G. 5EG 2.506.5. IN5TAL.L SKYLISW5 PER SEG 240q AND 2603.1, UJ5.G. 3 �r PROTECT PLASTIC FOAM INSULATION PER SEG 2602.4, UJS.C. 4%.wMINIMUM WATER CLOSET CLEARANCES TO BE 15' FROM ITS . CENTER TO SIDEWALL AND 24' FRONT CLEARANCE. (U.P.C. 406.6) 41 MINIMUM SHOWER COMPARTMENT SIZE SHALL BE 1024 SQUARE INCHES AND SO' GARGLE (U.P.G. 412.1) 4:2.PROVIDE PLUMBING FIXTURES, WATER CLOSET CLEARANCES AND SHOWER SIZES PER UJ'Z. 43. PROVIDE ADEQUATE CLEARANCE AND TYPE -A FLUE FOR FIREPLAGE/WOODSTOVE, 44. PROVIDE PROTECTION OF APPLIANCES IN GARA6f FROM VEHICULAR DAMA F_ 45. PROVIDE APPROVED SPARK ARRESTER AT ALL CHIMNEYS/TYPE 'A FLUES. 4 6 . VENEER SHALL BE INSTALLED PERGHAPTER 14, UJS,G. PROVIDE SAFETY BLAZING IN ALL HAZARDOUS 4-7. LOCATIONS (UJ5.G. SEC 2406) 4 Q . 6ARA&E FIREWALLED SEPARATION - REQUIRON GARAGE SIDE. INCLUDING (� SuPPORTIN& WALLS AND P05TS (UN.C. SEC 502.4 EXCEPTION •S) 4 Cl . bPEGIAL ROOF COVERING REQUIRED, GLASS 5 MINIMUM. 50. PROVIDE 2 SEPARATE EXIT5 FROM THE SRV STORY. (U.D.G. 5EG 1004.2.5.2 EXCEPTION 414) PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING 51. DIMEN510N OF 24' HIGH BY 20' WIDE, 5.1 SOFT AREA, AND 44' MAXIMUM SILL HEIGHT. (UJ5.C. 510.4) 52. ALL STRUCTURES AND EQUIPMENT, INGLUDIN& oVERHAN6S. SHALL BE CLEAR OF ALL EASEMENTS. SIDE YARD SETBACKS, REAR YARD SETBACKS, AND 20 FEET (25'F FEDERAL AIR ROUTE) FROM THE EDGE OF THE RIGHT-OF-WAY SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2' OVERHANG. PROPERTIES IN FLOOD PLAIN IF PARCEL IS LOCATED WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN: //��'' 5 . FINISH FLOOR SHALL BE A MINIMUM OF ONE FOOT ABOVE THE ELEVATION SHOWN ON THE FLOOD ELEVATION CERTPIGATE. BUILDING MUST BE ANCHORED TO CONCRETE STEMWALL SYSTEM WITH 5 4. CONVENTIONAL ANCHOR BOLTS. f� BUILDING PLATE ON TOP OF STEMWALL TO BE ONE FOOT OR MORE A50VE 5 5 THE 100 -YEAR FLOOD ELEVATION. (IF PLATE HEIGHT 15 A50VE 24' A50VE GRADE, ENSINEERIN& REQUIREDJ L� ELECTRICAL, HEATING, VENTILATION,PLUM51N6 AND AIR-GONVITIONIN6 EQUIPMENT ✓ 6. AND FACILITIE5 Al" TO DE LOCATED ABOVE THE 100 -YEAR FLOOD ELEVATION. AT LEAST TWO OPENIN65 N EXTERIOR GARAGE WALLS, LOCATED ON 51OPPOBITE SIDES OF ADJACENT WALLS WITH A TOTAL NET AREA OF NOT LESS . THAN '1 SQUARE INCH FOR EVERY (SQUARE FOOT OF ENCLOSED AREA THE 50TTOM OF THE OPENN6 SHALL BE NO HIGHER THAN 1 FOOT ABOVE &RADE. 55ALL 51ULVIN45 MATERIALSI DELOW THE 100 -YEAR FLOOD ELEVATION MUST BE . FIRE-RESISTANT MATERIAL 12'-4• b'-2" 25'-01" EGGLR CG GG 5'-O• q'-1' S'-1 1 • I R16HT SLIDING 2 - - - - 1 t- - - - - - I I b"x 1 O" DF# 1 x&'VFt 1 P05T - LE T 5LIDING - - - I \r:,.x 10' OF# 1 RIGHT 5LIDING I FINISHED GARAGE DOOR OPENING 24X24 TO BE 1 " SHORTER IN HEIGHT 4 2" I THICKEN 5LA5 AT NARROWER THAN N41DTH OF HEADER TYPICAL GARAGE DOOR SIZE 1 - • PROVIDE SOLID BLOCKING AT �• EDGES OF PORCH �. ^ HEADER TO A MINIMUM OF 14" ABOVE TOP OF OOC7R ti 16070 r O O 1--4.0' �_ 12'-O" _ q 24x24 24x24 24X24 I24'x24"x I PORCH 12" THICK I. I #4 M I�\FOOTIN&)NITH CONCRETE 5L B FLOOR AT 6' c/c EACH t . 5ILAS5 WAY - TYPICAL I I 4" THICK CONCRETE 5LA13 AT ALL PC OR5 WI HIN OVER ROCK BASE p 0 L-10.5' Ory 24" OF DO R 5TRI CB - I . GG TYPICAL I. : { QTY L . ► r 6065 6066 305OL5 lilt �SLIDING SLIDING SAFETY n iit THICKEN SLAB AT 1 EP6E5 OF PORCH GLA55 DOOR GLA55 DOOR O PROVIDE 1 BEDROOM WINDOW WITH M�I�rT - _ 4" CONCRETE SLAB W/ tt�1 I 6x6 1 O/ 10 WIRE OVER I4" ROCK BASE I I I I �--�-' I-�-�--I- I l• I. jn STOVE D I 4" THICK J� . INSTALLED O CONCRETESLAB a ( I OVER i PER MFG. r ROCK BASE i A I �, � aI ..I TILE L• I; I 2 MASTER BDRM "FART" I GG 2 �"o CARPET FLOOR ty I 4 b LIVING •' I ` -- --r---- �• r .... THICKEN 5LA5 AT _ I_ EDGE5 OF PORCH 'I I � RY IIIIIIIIII��I 4" CONCRETE SLAB W/ I 6x6 1 O/ 10 WIRE OVER I . ' 4" ROCK BASE 5A ETY 6LA55 a �I AT ALL DOOM5 WITHIN `a D TYPICAL h i .I IO 24" OF POOR STRIKE. I N 7'-0" 5'-4' LINE OF TIL ST 0 2465 2665 O.H. o ' A I Ilio `" I 1� �Ioo 1 HALL GAS WALL �O I I I I W I I i I I SCORE I m FLOOR FURNACE NOOK '� I I :r I I S fu I D O.H. I ITI 4" CONCRE E 5LAB vv/ m ;r tip IGOOLERI O nIRE OVER tN9 b'x 10' DFt►1 I p 4" ROCK BASE q< o 1- CL05ET J IVENTLY I m SLOPE 3"T0 FRONT I I I I I I I I I I I I I i I EGGLL I I 1 I I I I I �lu FLOOR n I I I 0 z 4a 4'-4' 2'- - FULL DESK ,yO , ROUGH OPENING FOR 16' GARAGE DOOR �Q) D O.H. HEIGHT Gid �o �o N < LINEN tu, SHELF 4 POLE CABINET , PROVIDE ANCHOR BOLTS (1 /2"x 1 O" AT 1 POUR 4 1/2'X 12" AT 2 POUR SYSTEMS) AT b' G/C MAXIMUM AND WITHIIN 12" OF ALL JOINTS. PROVIDE 2"X2"x3/ 16" STEEL PLATE WA5HER5 Ar EACH BOLT. (SEG 1506.6 U.B.G.) SLA55-ON-GROUND WITH TURNED DOWIN FOOTING5 SHALL HAVE A MINIMUM OF ONE *4 BAR AT THE TOP AND BOTTOM i x x v Q h FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWIN65. 2. SEE TYPICAL DETAILS ON 5HEET5 501 AND 502. S. PROVIDE ANCHOR BOLT 51ZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4. SLAB SECTION: A) 4" CONCRETE SLAB WITH *3 REBAR AT 15* O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB B) 2" 5ANO (DELFT AT EXTERIOR SLABS) G) WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) P) 4" FREE PRAINING MATERIAL E) PROPERLY PREPARED 5U56RADE 5. PLUMBING, 5PRINKLER AND MECHANICAL 5UBGONTRAGTOR5 SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR GENERAL NOTES FOUNDATION 1 . PROVIDE ANCHOR BOLTS (I /2'x i V AT SINGLE POUR OR 1 /2'x 1 VAT 2 POUR SYSTEMS) AT W WC MAXIMUM AND WITHIN 12' OF ALL JOINTS. PROVIDE 2'x2'x3/ 1 b' STEEL PLATE WASHERS AT EACH BOLT. (SEG 1606.6 UJ5.C.) FOUNDATIONS WITH STEMWALLS SHALL DE PROVIDED WITH A MINIMUM 2 OF ONE 04 BAR P AT THE TOOF THE WALL AND ONE »4 AT THE BOTTOM OF THE FOOTING. MEG 1806.1.1, UJ5.CJ 3 • SLA5S-ON-6ROUND WITH TURNED DOWN FOOTIN66 &HALL HAVE A MINIMUM OF ONE 04 BAR AT THE TOP AND BOTTOM (SEG 1 bCb.1.2, UD -C) FRAMING, g, • BEARING WALL HEADERS SHALL BE W x 101 D.F. 02 MINIMUM AT 4' WALLS t 6'x 101 DF. •2 AT 6' WALLS, UNLESS OTHERWISE NOTED. 5 'L� HOLD TOP OF ALL WINDOWS AT THE SAME HEIGHT AS 6000" - TYPICAL UNLESS OTHERWISE NOTED. PROVIDE REQUIRED ROOM DIMENSIONS AND 6 . GE1WN6 HEIGHT. (SEG 510.6. U -54J . ALL STAURWAYS TO COMPLY WITH UJ5.C. SEGTION 1005.3, FOR R15E, RUN, HEADROOM, ROTH. LANDIN&5 AND HANDRAILS. 8 • HALLWAYS TO BE A MINIMUM OF 66' WIDE (U.5.C. 10704.3.5.2) . UNDERFLOOR ACCESS AND VENTILATION PER SEG: 2306.5 AND 2506.1, UJ5.C. 10 • PROVIDE ATTIC ACGE55 AND V ENTIL^,TION (SEC 1505, U.B.CJ PROVIDE APPROVED FLASHINO AT ALL 1 1 . EXTERIOR OPENIN65. 1 PROVIDE GERTIFICATE OF CONFORMANCE FOR ALL 6LU-LAM BEAMS. GUARDRAILS TO HAVE A MINIMUM 56' HIGH TOP RAIL, WITH 1 5. INTERMEDIATE RAILS 5PAGED THAT A W SPHERE CANNOT PA55 THROUGH (SEG 50•I, UJS.GJ PLUMBING 1 4. THE A66RE&ATE AREA PLUMBING VENTS 5HALL BE 12.51 SQUARE INCHES, MINIMUM. WATER BEATER SHALL 5E BAS -STORAGE TYPE 4 5. SHALL OSE CERTIFIED BY GF.C. 1 6 . INSULATE FIRST 5 MEET OF WATER PIPING • WATER HEATER. WITH A MINIMUM OF R-4 INSULATION. 1 SHOWER HEADS 4 INTERIOR FITTINGS SHALL ESE CERTIFIED •LOW FLOW BY GLC. 1 PROVIDE APPROVED VENT AND ADEQUATE COMBUSTION AIR FOR 6A.5 WATER HEATER AND/OR FURNACE. (CH 14 D. U.M.GJ 1 PROVIDE 16' PLATFORM FOR AI•PLIANCE5/EQUIPMENT IN oARA&E CAPABLE OF PRODUCING A FLAME, SPARK OR &LOW. ELECTRICAL ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN BEDROOMS :20.SHALL BE PROTECTED BY AN ARG -FAULT GIRCUIT INTERRUPTERWS) A5 PER SEC. 210-12(5) OF THE 2001 CEG. INSTALL FLUORESCENT OR OTHER CF.G. APPROVED LIGHTING :21. FlXTURE5 IN KITCHEN 4 RO0M5 WITH WATER CLOSETS. :2:2.PROV117E LIGHTS, 5 WITCHES AND RECL9'TACLE5 FOR MAINTEIN/WGE OF MEGHANtCAL EQUIPMENT. (SEG 506, U.M.CJ .25. CL05ETM LIGHTS PER NF.G. ARTICLE 41 O 2 6ROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, 6ARA61E, KITCHEN, WET BAR AND EXTERIOR REGEPTAC X-5 (NE.G. 21 O) 2 . ELECTR:IGAI.. MECHANICAL AND PLUMaIN& CONSTRUCTION SHALL GOMPL,1' WITH THE CURRENT EDITIONS OF THE NATIONAL ELEGTRIGAL GODS, WNIFORM MECHANICAL CODE AND UNIFORM PLUMBING CODE. 2 / • INSTALL SMOKE DETECTORS A5 PER THE (� REQUIR:EMENT OF U.5.G. SEG 510.4.1. HVAC 2 DUCTS !SHALL BE CONSTRUCTED, INSULATED < INSTALLED IN CONFOIRMANCE WITH THE LATEST EDITION OF THE U.M.G. 2 THMM40STAT SHALL BE PRO&RAMMA5LE TYPE WIITH SETBACK CONTROLS. 2 �f . PROVIDEM 5AGKDRAPT DAPER& �I • ALL EXHAUST FANS. INSWLATION I� O. MSUL^InoN SHALL MEET C.E.G. CWA1JTY STANDARDS. SEE J ENERGIY GALG'S FOR Tym THICKNESS </dR RATN6. 3 1 . GAULK'EXTERIDRDOO" 4 WINDOW FRAMES. 3:2. WEATHERSTRIP ALL EXTERIOR DOORS. 35. CAULK •4 SEAL ALL JOINTS 4 PENETRATIONS OF SUILDINI6 ENVELOPE. MISCELLANEOUS 54. 6AS GOOKINS APPLIANCES SHALL BE PILOTLESS OR ALL ELECTRICAL GUEST ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LIGHT 3 5 EQUAL TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL TO 5% OF THE FLOOR AREA. (SEG 1203, U.15.GJ 56. PROVWE A MINIMUM OF ONE 5'-V EXTERIOR DOOR (SEG 1005.5.1.5, U.S.GJ 517. EXTERUOR PLASTER SHALLNAVE WEEP 5CREED5 PER U.5.G. 5EG 2.506.5. IN5TAL.L SKYLISW5 PER SEG 240q AND 2603.1, UJ5.G. 3 �r PROTECT PLASTIC FOAM INSULATION PER SEG 2602.4, UJS.C. 4%.wMINIMUM WATER CLOSET CLEARANCES TO BE 15' FROM ITS . CENTER TO SIDEWALL AND 24' FRONT CLEARANCE. (U.P.C. 406.6) 41 MINIMUM SHOWER COMPARTMENT SIZE SHALL BE 1024 SQUARE INCHES AND SO' GARGLE (U.P.G. 412.1) 4:2.PROVIDE PLUMBING FIXTURES, WATER CLOSET CLEARANCES AND SHOWER SIZES PER UJ'Z. 43. PROVIDE ADEQUATE CLEARANCE AND TYPE -A FLUE FOR FIREPLAGE/WOODSTOVE, 44. PROVIDE PROTECTION OF APPLIANCES IN GARA6f FROM VEHICULAR DAMA F_ 45. PROVIDE APPROVED SPARK ARRESTER AT ALL CHIMNEYS/TYPE 'A FLUES. 4 6 . VENEER SHALL BE INSTALLED PERGHAPTER 14, UJS,G. PROVIDE SAFETY BLAZING IN ALL HAZARDOUS 4-7. LOCATIONS (UJ5.G. SEC 2406) 4 Q . 6ARA&E FIREWALLED SEPARATION - REQUIRON GARAGE SIDE. INCLUDING (� SuPPORTIN& WALLS AND P05TS (UN.C. SEC 502.4 EXCEPTION •S) 4 Cl . bPEGIAL ROOF COVERING REQUIRED, GLASS 5 MINIMUM. 50. PROVIDE 2 SEPARATE EXIT5 FROM THE SRV STORY. (U.D.G. 5EG 1004.2.5.2 EXCEPTION 414) PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING 51. DIMEN510N OF 24' HIGH BY 20' WIDE, 5.1 SOFT AREA, AND 44' MAXIMUM SILL HEIGHT. (UJ5.C. 510.4) 52. ALL STRUCTURES AND EQUIPMENT, INGLUDIN& oVERHAN6S. SHALL BE CLEAR OF ALL EASEMENTS. SIDE YARD SETBACKS, REAR YARD SETBACKS, AND 20 FEET (25'F FEDERAL AIR ROUTE) FROM THE EDGE OF THE RIGHT-OF-WAY SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2' OVERHANG. PROPERTIES IN FLOOD PLAIN IF PARCEL IS LOCATED WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN: //��'' 5 . FINISH FLOOR SHALL BE A MINIMUM OF ONE FOOT ABOVE THE ELEVATION SHOWN ON THE FLOOD ELEVATION CERTPIGATE. BUILDING MUST BE ANCHORED TO CONCRETE STEMWALL SYSTEM WITH 5 4. CONVENTIONAL ANCHOR BOLTS. f� BUILDING PLATE ON TOP OF STEMWALL TO BE ONE FOOT OR MORE A50VE 5 5 THE 100 -YEAR FLOOD ELEVATION. (IF PLATE HEIGHT 15 A50VE 24' A50VE GRADE, ENSINEERIN& REQUIREDJ L� ELECTRICAL, HEATING, VENTILATION,PLUM51N6 AND AIR-GONVITIONIN6 EQUIPMENT ✓ 6. AND FACILITIE5 Al" TO DE LOCATED ABOVE THE 100 -YEAR FLOOD ELEVATION. AT LEAST TWO OPENIN65 N EXTERIOR GARAGE WALLS, LOCATED ON 51OPPOBITE SIDES OF ADJACENT WALLS WITH A TOTAL NET AREA OF NOT LESS . THAN '1 SQUARE INCH FOR EVERY (SQUARE FOOT OF ENCLOSED AREA THE 50TTOM OF THE OPENN6 SHALL BE NO HIGHER THAN 1 FOOT ABOVE &RADE. 55ALL 51ULVIN45 MATERIALSI DELOW THE 100 -YEAR FLOOD ELEVATION MUST BE . FIRE-RESISTANT MATERIAL 12'-4• b'-2" FLOOR PLAN SCALE: 1/4'-- 1'-O" NOTE: PLATE HEIGHT TO BE 5' UNLE55 NOTiEO OTHERWISE. O N ELECTRICAL (� SERVICE 5D 1 METER 6MRA6E EGGLR CG GG I PE5GRIPTION I GG EGGLL I R16HT SLIDING 2 - - - - 1 t- - - - - - I I b"x 1 O" DF# 1 x&'VFt 1 P05T - LE T 5LIDING - - - I \r:,.x 10' OF# 1 RIGHT 5LIDING I FINISHED GARAGE DOOR OPENING 404OLS TO BE 1 " SHORTER IN HEIGHT 4 2" I 1 NARROWER THAN N41DTH OF HEADER TYPICAL GARAGE DOOR SIZE HEAVER PROVIDE SOLID BLOCKING AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14" ABOVE TOP OF OOC7R ti 16070 r O O 1--4.0' �_ 12'-O" _ I PORCH I u CONCRETE 5L B FLOOR PROVIDE AFETY 4 5ILAS5 AT ALL PC OR5 WI HIN L-10.5' Ory 24" OF DO R 5TRI E. GG QTY 6065 6066 305OL5 lilt �SLIDING SLIDING SAFETY n iit 1 GLA55 DOOR GLA55 DOOR O PROVIDE 1 BEDROOM WINDOW WITH MINIMUM OPENING DIMENSION OF 24" tt�1 HIGH BY 20" WIDE, 5.1 SOFT AREA, AND 44" MAXIMUM 511,L HEIGHT. WOOD jn STOVE I INSTALLED O PER MFG. N A TILE O O 2 MASTER BDRM "FART" �. GG 2 Qi CARPET FLOOR ty I b LIVING •' CARPET FLOOR jj+, � RY I TILE 0PROVIDE 5A ETY 6LA55 AT ALL DOOM5 WITHIN FLOOR IO 24" OF POOR STRIKE. N 7'-0" 5'-4' LINE OF TIL CIS, fV 2465 2665 ' A 1 HALL GAS WALL W CARPET NIT m FLOOR FURNACE NOOK '� :r Ot fu X W 0 1D CARPET FLOOR m ;r tip IGOOLERI O tN9 b'x 10' DFt►1 I p q< o 1- CL05ET J IVENTLY I m HE ER I fj CARPET = ` - - EGGLL �lu FLOOR n - 0 z 4a 4'-4' 2'- - FULL DESK _ i!1 S z HEIGHT N < LINEN tu, SHELF 4 POLE CABINET , 'X6" 2465 J w J N fu BER6LA5 CABINET FORMICA TOP w b Z 1J t 5 WER W/ 4 5PLASH UIL ; b OWNER _ OLA55 Z ----- ' _ <�_ CC- I dd) % Z TILE TOP 4 -1 Ip f j •( � n A Q H_ I (� 5PLA5H PROVIDE BACKIN& FOK m KITCHEN -- -- -IM , 1 0QH TOWELEARS 044• MASTER TILE FLOOR r�0 ;O tf I L W d) � REFRIGERATOR 13ATH DBL SINK t l 1 DISPOSAL , K1 b SD 1 r• [ fu FULL L SPACE T FLOORILE N HEIGHT CABINET RANGE ?.P 15.0' INCLUDING IIn �/` OVEN W/ (1) 3'-O" WINDOW O O 1J Y� SS IGROwAVE r GId STACK A A50VE L ' OPENING I • T.P. F WhSHE / �O d DRYER O L o LELUFI-LER f' O O.S. AIR ry --��------------- -- 2bb5 Ory.oy PROVIDE 1 HOUR PROTECTION 6 �`Z' SOLID -GORE SELF-GL051NG WH ff ON GARAGE 51PE OF COMMON WALL TOGETHER WITH SELF- CLOSING 1 3/5" THICK 50LID- CORE DOOR 12'-4" W-4' 4'-0" 4'-4' .r"► 50 GAL. 6A5 WATER HEATER WITH P.T. IQ r614 VALVE WITH 0150HARGE TO OUT5IPE ;- W/ SEISMIC STRAPS TOP AND BOTTOM. .- 01 4CRE rE , VENT THRU ROOF AND PROVIPE TEP �Qry Q ' BARRIER FROM VEHICULAR PAMAGE j GARAGE CONCRETE SLAB FLOOR p A FLOOR PLAN SCALE: 1/4'-- 1'-O" NOTE: PLATE HEIGHT TO BE 5' UNLE55 NOTiEO OTHERWISE. O N ELECTRICAL (� SERVICE 5D 1 METER 6MRA6E D , PcOOR I PE5GRIPTION OPENER L-18.0' i I R16HT SLIDING 2 - - - - 1 t- - - - - - I 30301-5 LE T 5LIDING ' 3050R5 RIGHT 5LIDING I FINISHED GARAGE DOOR OPENING 404OLS TO BE 1 " SHORTER IN HEIGHT 4 2" I 1 NARROWER THAN N41DTH OF ' GARAGE DOOR SIZE PROVIDE SOLID BLOCKING AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14" ABOVE TOP OF OOC7R ti 16070 r 1--4.0' �_ 12'-O" _ FLOOR PLAN SCALE: 1/4'-- 1'-O" NOTE: PLATE HEIGHT TO BE 5' UNLE55 NOTiEO OTHERWISE. O N ELECTRICAL (� SERVICE 5D 1 METER B C T 1 1 2005 WD D NTV EVELOPMENTT,DIV G .I v OCT 1 1 2655 LA i hiaL , n n Plana\ l�-fa�u Ptah a� MnTh VERTEGH ENo ®® er-In-L*w\Gaeet Bakedayout RING JOB NUMBER: 05-203 i ti WINDOW SCHEDULE QTY 151ZE I PE5GRIPTION 1 140501it5 I R16HT SLIDING 2 6065 EX EXT.5LIDER-GLA55 1 30301-5 LE T 5LIDING 2 3050R5 RIGHT 5LIDING 2 404OLS LEFT SLIDING, 1 30501-5 LEFT 5LIDING B C T 1 1 2005 WD D NTV EVELOPMENTT,DIV G .I v OCT 1 1 2655 LA i hiaL , n n Plana\ l�-fa�u Ptah a� MnTh VERTEGH ENo ®® er-In-L*w\Gaeet Bakedayout RING JOB NUMBER: 05-203 i ti DOWNSPOUT DOWNSPOUT DOWNSPOUT 24" OVERHANG - TYPICAL I TRUSSES AT 24" c/c - DESIGN t GALG5 BY OTHERS DRAG TRU55 3300 ' ATTACH TO DOUBLE TOP PLATE W/ (9) AS S'5 8 5D2 � nV �i TRU55E5 AT 24` c/c - OESICN t GALG5 BY OTHERS DRhG TRU55 3150# ATTACH TO DOUBLE TOP PLATE W/ (1 O) ASS'S TRUSSES AT 24" c/c - OE516N t GALG5 BY OTHERS 24" OVERHAN6 - TYPICAL h� nU TRU55E5 AT 24" c/c - DE516N t GALC5 BY OTHERS -------- --------- a 3 1/2* X 10 1/2 24F -V4 CLU LAM BEAM 24" OVERHANG - TYPICAL n� ` PITCH 4/12 DOWNSPOUT DOWNSPOUT 5T22 AT ALL BEAM -TO -SEAM SPLICES - TYPICAL AT PORCH TYP, O.H. [ROOF PLAN SCALE, 1/4"- 1'-0" 1. ROOF PITCH SHALL BE 4:12, TYPICAL 2. ROOF COVERING SHALL BE COMPOSITION 5HIN&LE5. 5, PROVIDE ATTIC VENTILATION EQUAL TO 1 5Q. FT. VENTILATION PER 300 50. FT. OF ATTIC AREA. INSTALL 22 3/5"X 3 1 /2" EAVE VENTS AT 6-O"G/c AND GABLE END VENTS PER EXTERIOR ELEVATIONS. 4. 12 - 16d SINKERS AT EACH TOP PLATE SPLICE - UNLESS OTHERWISE NOTED. S. SEE 5HEET5 SO 1 t SD2 FOR TYPICAL DETAILS. 6. VERIFY ALL DIMENSIONS, RAKE BREAKS, 5LOPE5, HIPS AND VALLEY5 WITH PLAN DESIGNER. Z. TYPICAL ROOF SHEATHING (U.KO.): 1/2* THICK, APA, TECO OR PITTSBURGH RATED 5HEATHIN6, SPAN RATING 52/16, EXPOSURE 1 STRUCTURAL PANELS. APPLIED WITH LONG DIMENSIONS ACROSS SUPPORTS AND ADJACENT PANELS 5TAC6EREV WITH 4' ENDS OFFSET 4' CASE 1.5 UBC TABLE 25-V-1); EDGE NAILS WITH bd COMMON OR EQUIVALENT (0.15 V ROUND X 2-1/2") AT 6" O.G. AT ALL PANEL EV&E5, BOUNDARIES, CABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12' O.G. b. SEE NOTE SECTION 5-5N FOR ROOF TRU55E5 BY OTHERS. Q. TYPICAL HEADER BELOW SHALL BE 4"Xb" DF -L *2 U.N.O. 10. PROVIDE 4"X STUDS AT ALL GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. DOWN5POUT 24" OVERHANG - TYPICAL 9' PLATE HEIGHT 9' PLATE HEIGHT 2" X 4" STUDS • 16" c./c. BATT INSULATION - AS PER ENERGY GAL.C5 W PLATE HEIGHT FASCIA WITH GUTTER CONNECTED TO 2"X3" DOWNSPOUT5 6"X6" DF* 1 P05T,--' F75/b" GYP. BD. 5LIDING SAFETY GLA55 � DOOR Q 4" CONCRETE SLAB 4" &RAVEL FILL 5EE 5TRUCTURAL PA6E5 FOR FOUNDATION DETAIL5 COMP051TION SHINGLE ROOFING OVER 15# FELT OVER 1/2" COX PLYWOOD OR 055 W/ Od'S • 6", 1 2" c/c 4:12 PITCH TRUSSES AT 24" c/c - DE51CN t CALG5 BY OTHERS BLOWN INSULATION - � A5 PER ENERGY CALC5 I[- Fl- 5LIDING SAFETY GLA55 DOOR 0 SECTION A —.2 2 SCALE: 1/4"- 1'-O" 4"x 10" HEADER 24" OVERHANG - TYPICAL 6" X 1 O" DF* 1 HEADER :3050 INC WINDOW 6'x6" DF# 1 OPENING 05T OOD SIDING BEYOND BATT INSULATION - A5 PER ENERGY GALC5 4" CONCRETE SLAB ' NATURAL GRADE GRAVEL FILL 1 "X4"TRIM THICKEN LAB AT PORCH COMPOSITION ROOFING OVER 15# FELT OVER 1/2" COX PLYWOOD OR 0513 COMPOSITION ROOFING OVER 15* FELT OVER 1 /2" GDX PLYWOOD OR OSB WITH 5d'S AT 6", 12" c -/c. PITCH 4 / 12 RF—AR ELEVATION SCALE: 1 /5"- 1'-0" 1 "x4'TRIM ATTIC Y W PLATE HEIGHT VENT L.16tAT am LIGHT FASCIA WITH GUTTER OVERHEAD LICHT CONNECTED TO WOOD SIDING 6ARA6E 2"x3" DOWNSPOUTS DOOR '=" ELECTRICAL 1 "X6" TRIM SERVICE 6"X6" DFS 1 POST METER INSTALL STREET ADDRE55 NUMBERS V151BLE FROM THE STREET. LEFT SIDE ELEVATIO�I SCALE: 1 /b" - 1'-O` COMPOSITION ROOFING OVER 15# FELT OVER 1 /2' GDX PLYWOOD OR 055 WITH bd'5 AT 6", 12" G/c. PITCH 4 / 12 LIGHT ❑ 5LI IN6 G -LA 55 El Fr-TRIC.Al WIOW SEplVlrr= IL 11 1 "X6" TRIM METER 1 "X4"TRIM 5LI 6 6L 5 WIN W b"xb" DFS 1 P05T - TYPICAL FASCIA WITH GUTTER CONNECTED TO 2"X3" DOWN5POUT5 ...SHT —1 "xb" TRIM COMPOSITION ROOFING OVER 15* FELT OVER 1/2" COX PLYWOOD OR 05B WITH ed -5 AT 6 12" c/a. PITCH 4 / 12 ATTIC VENT T PLATE HE16HT b"Xb" DFS 1 LIGHT SLI 6 4WD SLI 6 LIGHT TY POST SLIDING GAF LIG5A HT 5 5 GLA55 WINDOW Doc 0v DO WOOD 51DING 11 6FI CUE5T ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LI6HIT EQUAL TO 10% OF THE FLOOR AREA AND NATURALURAL VENTILATION EQUAL ELEVATION TO 5% OF THE FLOOR AREA. (SEG 1203, U.B.G.) SCALE: 1 /b` - 1'-0" PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING DIMENSION OF 24" HIGH BY 20" WIDE, 5.1 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (U.B.C. 3 10.4) 5LI INC 6L 5 FE LIGHT 6 5 1 1 Ov 6FI WI oW OOD SIDING 5AFTEY GLA55 IF BOTTOM OF E06E OF GLAZING I5 LE55 THAN 60" VA5?OVE=ASTANVIN.SSURFACE i DRAIN INLET. 1 "X4"TRIM COMPOSITION ROOFING OVER 15* FELT OVER 1 /2" GDX PLYWOOD OR OSB WITH 5d'S AT 6", 12" c -/c. PITCH 4 / 12 RF—AR ELEVATION SCALE: 1 /5"- 1'-0" 1 "x4'TRIM ATTIC Y W PLATE HEIGHT VENT L.16tAT am LIGHT FASCIA WITH GUTTER OVERHEAD LICHT CONNECTED TO WOOD SIDING 6ARA6E 2"x3" DOWNSPOUTS DOOR '=" ELECTRICAL 1 "X6" TRIM SERVICE 6"X6" DFS 1 POST METER INSTALL STREET ADDRE55 NUMBERS V151BLE FROM THE STREET. LEFT SIDE ELEVATIO�I SCALE: 1 /b" - 1'-O` COMPOSITION ROOFING OVER 15# FELT OVER 1 /2' GDX PLYWOOD OR 055 WITH bd'5 AT 6", 12" G/c. PITCH 4 / 12 LIGHT ❑ 5LI IN6 G -LA 55 El Fr-TRIC.Al WIOW SEplVlrr= IL 11 1 "X6" TRIM METER 1 "X4"TRIM 5LI 6 6L 5 WIN W b"xb" DFS 1 P05T - TYPICAL FASCIA WITH GUTTER CONNECTED TO 2"X3" DOWN5POUT5 ...SHT —1 "xb" TRIM COMPOSITION ROOFING OVER 15* FELT OVER 1/2" COX PLYWOOD OR 05B WITH ed -5 AT 6 12" c/a. PITCH 4 / 12 ATTIC VENT T PLATE HE16HT b"Xb" DFS 1 LIGHT SLI 6 4WD SLI 6 LIGHT TY POST SLIDING GAF LIG5A HT 5 5 GLA55 WINDOW Doc 0v DO WOOD 51DING 11 6FI CUE5T ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LI6HIT EQUAL TO 10% OF THE FLOOR AREA AND NATURALURAL VENTILATION EQUAL ELEVATION TO 5% OF THE FLOOR AREA. (SEG 1203, U.B.G.) SCALE: 1 /b` - 1'-0" PROVIDE EACH BEDROOM WITH ONE WINDOW WITH MINIMUM OPENING DIMENSION OF 24" HIGH BY 20" WIDE, 5.1 SOFT AREA, AND 44" MAXIMUM SILL HEIGHT. (U.B.C. 3 10.4) 5LI INC 6L 55 WI oW GFI =nmm lim, PROVIDE SAFETY GLASS Fi�►O4T ELEVATION AT ALL DOORS WITHIN 24" OF DOOR STRIKE. SCALE: 1/4"- 1'-O" 6UE5T ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LIGHT EQUAL TO 10% OF THE FLOOR AREA AND NATURAL VENTILATION EQUAL TO 596 OF THE FLOOR AREA. (SEG 1 203 U B.G ) LIGHT HORIZONTAL WOOD SIDING FASCIA WITH GUTTER CONNECTED TO 2`X3" DOWNSPOUTS ■ms 6"X6" DF* 1 P05T - TYPICAL 0 0 T 1 1 2065 LAND DEMOPM NT upi 2 4'X3 6" w �z z6ZOZ ` U -O �((RUIw5 T 0< Q O m �- �� m<OMwIDU ILZto zlu w xx<Qv P%3 wQ' �B-v <rt10 mOw zvv ZL <<W <F -1i ELEGTRIOAL LEGEND SYMBOL DE50RIPTION (� ELECTRICAL SERVICE N Q METER +(�V l SUB PANEL %Zlr CMUN6 FAN WITH OR WITHOUT LIGHT KIT Fol EXHAUST FAN EXHAUST FAN WITH HEAT LAMP < EXHAU5T FAN WITH NEN1 HEAT LAMP t LIGHT WALL MOUNTED EXHAUST FAN 4N GABLE TELEV154ON In JACK �U � GAT 5 GABLE JACK 01 GAT 5 WITH TV JACK W TELEPHONE JACK -Q TELEVISION JACK O ® EXTERIOR HANGING ❑ Q° Q j LIGHTS EXTERIOR PATHWAY C) ❑ � � LIGHTS EXTERIOR STREET / POLELAMPS 0 ® m EXTERIOR STREET / TOLE LAMPS 6 EXTERIOR STREET / POLE LAMPS O O LOT 1 EXTERIOIC WALL MOUNTED LIGHT5 1.40 ACRES I ® �D INTERIOR CEILING MOUNTED LI&HT5 RECESSED CANNED L►GHT ® HEAT LAMP RECESSED R FLUORESCENT UGHT I CEIUN6 MOUNTED FLUORESCENT U6HT ® ®°°° W IN _W^ ly 1 1 el °° Do HANGING PENDANT O LIGHTS O 0 O 0 TI&HTLINE TO COMMUNITY I ► . TRACK L16HTIN6 O B © o PUCK t UNDER LEACH FIELD \ CABINET U64TS ! SEPTIC CONNECTED Ro • � o WALL MOUNTED • INTERIOR L 6,HT5 go 30 11Ov DUPLEX RECEPTACLE 5PUT WIRED 1 1 O -0 DUPLEX RECEPTACLE 1 1 OV 51NGLE RECEPTACLE 220v RECEPTACLE 1 1 OV DUPLEX RECEPTACLE - 6FI 1 1 OV DUPLEX RECEPTACLE - WEATHERPROOF COVER �+ 1 1 OV GiUADRAPLEX RECEPTACLE �• SY'IITGH W/5IN6LE 1 10v RECEPTACLE 0 CONTROLLED BY LOW VOLTAGE RECEPTACLES: �a DRYER MASHER t DISHWASHER RANGE COOKTOP t HOOD MICROWAVE, REFRI6 t SAUNA �i STEAM SHOWER, TOWEL WARMER4TRASHCOMP. Dl5P, WHIRLPOOL t BLANKED ® 1 1 OV SMOKE DETECTORS A• Q DOOR BELT, INTERCOM t THERMOSTAT LOW VOLTA6E TRANSFORMER 464= Eq 5M6LE, THREE WAY t FOUR MAY 9104ITCHES DIMMER, TIMER t WATERPROOF SWITCHES ;IDITIONAL •IRGUIT FOR AUNDRY 7,UITS SHALL CIRCUITS. cr ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN BEDROOMS SHALL BE PROTECTED BY AN ARG -FAULT `CIRCUIT INTERRUPTER(5) AS PER SEG. 210-12(5) OF THE 2001 GEC. 1 II EK ' / 7US• �}I -u bO- 0• O c /a O AFN01 1 X50 -00q GRAZING LAND \ I N Q I I I. PROPOSED < NEN1 O lu O fiZ�SID�1�lG� z �N N < 6 O O LOT 1 z 1.40 ACRES I I I W IN _W^ ly 1 1 el t i ,_ �. TI&HTLINE TO COMMUNITY I ► . LEACH FIELD \ . ! SEPTIC CONNECTED ELECTRICAL FLA )NHN SCALE: 1 /4' - 1'-0" I ELECTRICAL SHALL BE IN5TALLED PER THE 2001 G.E.O. i 1. ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLE OUTLETS IN BEDROOMS j SHALL BE PROTECTED BY ARG -FAULT CIRCUIT INTERRUPTERS. 2. MAIN ELECTRICAL SERVICE 15 200 AMP. S. THERE WILL BE A MINIMUM OF ONE 6FI PROTECTED IRECEPTAGLE 5ERVIN6 ANY 15LAND COUNTERTOP THAT IS 24 INCHES BY 1,2 INCHES OR LARGER, 4. ALL NON -DEDICATED 15 AND 20 AMI'% 120 VOLT F[ECEPTAGLES LOCATED IN THE 6ARA&E WILL BE 6FI PROTECTED S. ALL OUTDOOR 15 AND 20 AMP, 120 VOLT RECEPTACLES WILL BE i WEATHERPROOF AND 6FI PROTECTED. ' b. ALL KITCHEN COUNTERTOP 15 AND 20 AMP., 120 VOLT RECEPTACLES WILL i BE 6Fl PROTECTED. i ' '1. ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE i OCCUPANCY SEPARATION BETWEEN THE 6ARA6E AND THE RESIDENCE WILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24". 5. LIGHT FIXTURES IN TUB AND SHOWER ENCLOSURES YNILL BE LISTED AND i LABELED "SUITABLE FOR DAMP LOCATIONS" OR "5UI'TABLE FOR y WET LOCATIONS", i 9. BATHROOMS WILL CONTAIN AT LEAST ONE FLUORESCENT LIGHT FIXTURE WHERE THE TUB OR 5HOWER 15 LOCATED THAT 15 S^ITGHED AT THE ENTRANCE TO THE ROOM. 10. CLOSETS LI6HT5 PER N.E.G. ARTICLE 410-5. S�%S�e. 1 1. GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, GARAGE, KITCHEN, WET BAR AND EXTERIOR RECEPTACLE5 (N.E.C. 210). 12. INSTALL SMOKE DETECTORS A5 PER THE REOUIREMIENT �c OF U.B.C, SECTION 3 10.9.1. 13. THERMOSTATS SHALL BE PROGRAMMABLE TYPE WIITH SETBACK CONTROLS. �9� 14. PROVIDE BACKDRAFT DAMPERS AT ALL EXHAUST FAN5. �? 15. PROVIDE LI&HT5, SWITCHES AND RECEPTACLE FOR ' MAINTENANCE OF MECHANICAL EQUIPMENT. ELECTRICAL I 16. INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED) LI6H nN6 FIXTURES I SERVICE IN KITCHEN AND ROOM5 WITH WATER CLOSETS. I METER / I � I I I I NORTH i 'LOT FLAN I SCALE: 1 " - 20'-0" OYNNER: CASEY AND LISA BAKER I ADDRESS: '7 1 9 PARKWO0P DRIVE, CHICO. GA 959215 1 PHONE: (530) 624-16115 51TE LOCATION: LOT 1, COYOTE WAT, CHICO I CONTACT NAME: CASEY BAILER PHONE: (550) 624-'7615 ACCESS EA5EMIENT LOT "i3" 0.30 ,OGRES r&4E EASEMENT 423 OR 3 1 LOT 2 1.1 6 ACRE5 RE51DENTIAL LOT I I I l NORTH - SOUTH SECTION LINE OF SECTION 25 i 50' SEPTIC FREE AREA I 0 C T 1 1 '2995 WUNI r Ur 6UTrg ?MD DEVROPIVENT M, 6:\Chief 10.0 Plans\Ganey Baker Mother-in-Law\Gaeet Baker.layout VERTECH EN4INEERIN& JOB NUMBER: 05-205 rtN ... S • }�h�i�• ,a�,� s ;� �'t 4 'fir' �z'�Y'.�'e�,�� �` k,; " �r x.Ud.",�,Fr '• a w,'��'�r. " ar �'T .. . � t{ 1 1. m mg, � F ��� [^1..; ,y {.t 5�7,- T� -* � ,�� f I �Lf �"��A � � � Y.- � F "t � Pad padw SPC Jak - ":�'. 7� Mfr -�•��` '' * "%�� E Houtor PUMP stab- H P• `WON .t5{jii- 3 A Math pram lino Two '• ` l S rFanY -. �y "Gas tIIibl Ylocaiecl 0 f oskbyMUne W {. acksnd sef bEaseQnis /// Plut�nbll iµare no. ove r(h -ad. Power � 70 o area.. �to•C�anac• tl.� 1. .. . _ . . I1hes flit. in of of - _-• o Skirnmor Mode U-3 Ronde Sy E: P. s °` tq lo �- aackw+c hire : ,A i qht . _UL. APP -- �` r BUTTE CQUS� � c� BUILDING DIV1 SI+� •Autofill " 'Ski *mf U-4 APPR o_Z, �� Ani Siphori.'I�alv+n -3 •MaiaD cm. OfAPPROVEb '�im tver Rati ' • rr .,ratte Coonty t �HoCtar � ,i�GEN �°�� De atiQ B.T.0 Gas o SP�CIFICAT1:UNS - - tht''Vllaft :U1...Ap�rove�t r• ' 'i .sq. 11'x'.. EteCirlC RioOb ft..t?at�gtt-- Elem,-Sondft ByE.•R :PqtietType►► , ' 220 lana wft Obek: °Panel o Aido Pool dsmine e e • Numbar o1 -P inoic - - ---.. ------ - Love Seat 2 r Sake �lonlcot� :. PLANLo- IVISION - BUILDING PU 'AF RO�VALk Use: oIca: 1Y a DwCk R i a• o Parking* Landsca00�n9 _ '#'b avec 'G►u' ' .Y.ri €>Fr.4C�AE-R. • .. Signature: Til 6" xQM/A OWN r. • 0010f TO. dtortxlinA�lpproX: 1A viovd oo.af pooaday Ma ,," Ptor 0, a l u o eXao l 1!�ool•araa�ltaaa� forsced.. ow nor .per. Ownty ar- 30`. ,- {-NO city o(dinance; ods. to (�NES � r., ... ,;E;, A)[A-ed<InQ(ttptChltl�. Do not iurm-on pool Qht;- r _ when:pooh to en"pty. Qwiwr: to nwatid6wiR: unI4 . a for 7-LIM - .�•( ;. •-PEPAq.OFFICE r - �oel. t 1. - d , u . S 101W . ln. New. Copt Q struction .. & :Towl. Poot Res! rotion" ATXINS ' .owner License 4721764 530-877-3638 V0*111111W�A' , * O ' L 1^!•!' =KYI; t.:/iC !Y` E/t yoy,.t_p 7 IS/:Lr`*r TAY/ -V owner ta Namerac. e qwl- J, M- Addr", ce W& .Rest Phone a q�" 2f ,_,_,:::: 8u Phone . • ' '