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064-200-033
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION 4:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6UILFORD CIR Owner: Permit NO: 06-1892 APN: 064-200-033 CHRIS ECTON Issued Date: 09/19/2006 By KEJ Permit type: RESIDENTIAL 6066 GULIFORD CIR Subtype: SFD-Custom/Model MAGALIA, CA Expiration Date: 09/14/2007 Description: NEW SINGLE FAMILY Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: CODE OF ARMS CONSTRUCTION CORP CODE OF ARMS CONSTRUC' Building Garage Remdl/Addn 14052 DREXEL DRIVE 14052 DREXEL DRIVE 1,722 528 MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total (530)521-0657 (530)521-0657 80 2,330 FEE INFORMATION County Impact - SFD $2,244.02 Dwelling - Custom, Model $1,627.90 Fund 10 BLDG $1,195.24 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 SMIP - Residential $12.59 Total Charged: $7,279.84 Fees Paid: $7,279.84 SRA Fees $95.00 Balance Due: $0.00 Receipt No: B158 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CODE OF ARMS CONSTRUCTI CSLB-781243 / B / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the is in full force and effect. basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 09/19/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11. 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). E]I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. STATE FUND Policy Number: 7130016473 Exp. Date: 07/01/2007 Contractors License Law.). (This section need not be competed if the permit is or onc�lIars ($100) or less. 0 1 AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' omia, and agree that if I should become subject to the workers' X 09/19/2006 3700 of the Labor Code, I shall forthwith comply with thoseOwner's Signature Date =Section X 09/19/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County ante the above mentioned property for inspection purposes. I hereby certify that I am the 'PI wr m authorized to act on the property owners behalf. Cit 2t s �p� 09/19/2006 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Per ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner r 9ntractor OR. Agent for Owner Agent for Contractor �� FILE Lender's Address City State zip .z � .. . ��•E;,r ;, r; BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name CG, -ON First Nam NO)s Address ! 0S-2 JD 02/Xc- City M'4 State CA ZipO�9s- PhoneS3o 3Z1 -065-2 Fax 5-3C)- %3''77_ ZS -6 E-mail CONTRACTOR /' Name CoDe- or Atims %osT, CO2P, Address j yC)S2 Q (2XC_L LTy ye - City MA A� Stt� zip9Y9S tl Phone Z 1 _ 06'5—� Fax E-mail Lic. # ! p Z�3 Class 10 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City 0 h &-P116 Address zips/'595 9 City Fax State Zip Phone Lot # Fax E-mail State License Number 10 APPLICANT INFORMATION Name Cw21 cJ �C. OIJ Address NOS -2- D2 E-), E -L oat V b- City 0 h &-P116 State GA zips/'595 9 Phoney SZ I _ 0 6,S-7 Fax E-mail If AP (CANT SIGNATURE X For office use only: Zoning Propert Address cc Le J Flood Zone Cross Street 7s SRA Ye No Occ. 's Type Cons . I Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT BP BIN # l�-7 / ! PROJECT LOCATION AP# 06 I r 200 — X33 Propert Address cc Le J DIX#&A& L/ Cross Street 7s 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: V�� Sq FT- Living1(72Z Garage Open Cov Qel'l ❑ Structure Built without Perml s U ❑ 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.TP, (' m00N / fttd'g a SRA Receipt #: / 5 " D Ie:) CA`tT ` Sheriff SMIP Other Date: , �D Z 7 /�% � Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 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 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 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 F0R1v1S\131dgApp1SubRgmts.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: 1 %� 6 l ASSESSOR PARCEL NUMBER OM/-P66�� rric Proposed Building Use: A /._.) Permit Technician:_FP,Date: Items 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 0 5. Letter from Engineer or Architect for truss design review. 'j r 6. Energy compliance design and supporting documentation in duplicate. , ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form �O 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Rerm.amin ' ms needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑'Chico ❑ Oroville, as applicable ❑ 6. Fire Sprinklers............................................................... ............................. .bl 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ k 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ . City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the Ci of Biggs .............................. (t 23. California Department of Forestry plan approv4E] paid. Sent by: ............ 24. Planning approval for (A) Use: QX_ (B)Parking: (C) Parcel Check:........... 70 C ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form ............... ....................................................... I........................ e- 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) ..................... &Recorded Letter of Signature authorization.................................................................... Ccopy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 3,. ❑ Legpl.description, ❑ M.H. Title, tit/ search, registrati9n or MCO ......................... 36 Other ` ,09,Cf1/0 �� �4 / 4,r ❑ 37. Other: When issued Telephone�� l -(>w S�/� �/Yff��llY�l% and hold for pickup. I have been informm d of th 'above items and requirements for obtaining a building permit. / Applicant: J� `7 ' Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required ontractor esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Con rac or, designer, owner was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dale: Contractor, designer dvised of the abov dat by ❑phone, ❑mail, p Date: Plans reviewed by: Date: Plans approved by: co at _ Date: Z Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division V) 7 Plot Plan At adwd / I Flow Plan Attadwd ® Sent to BD/DS TO: Building Division — Development Services �I FROM: Environmental Health SUB CT: Sanitation Clearance Ile - Owner Location AP# s Plan Approved for: Sewage Disposal: � Water Supply: Public � Private Well Clearance for dwelling. Other Hold final for. Final clearaO.K. for: (VOTE: /7i nvironmental Health S e ialist Date Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner ECTON, CHRIS APN No: 064-200-033 Permit Type: Subtype: App Date: 8/7/2006 Permit No: BP 06-1892 Permit Desc: 1 2 3 4 5 6 7 7a 8 9 10 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,713.16 Plan Check portion of Permit Fee $1,085.26 $1,627.90 Balance of Building Permit Fee FEMA Yes Flood Elevation Review $109.98 0 SRA*X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 _ (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98 NON-REFUNDABLE portion of fees due at application $1,180.26 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: $1,290 $1-m $12.59 RECEIPT DATE Tech/Asst 456546 8/7/06 Tam� IMPACT FEES - RESIDENTIAL* A lications After 04/15/06 ,> Per Dwelling SFD ,� Per Dwelling MFD ,, Per Dwelling RECEIPT DATE Tech/Asst $4,349.11 RECEIPT DATE Tech/Asst MH County 1 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 8801.091 7395.041 R-1 8897.09 7491.04 'L° R-2 8390.091 6984.041 R-3 7604.091 6198.041 8486.40 8582.40 8075.40 7289.40 ?rocessing Fee is automatically added to impact fee total 1 $100.00 NATER TENDER FEE (Not collected when impact Fees Apoicabie) Enter Bat.# $200.00 DRAINAGE FEES* �HICO STORM DRAINAGE WASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 Vew construction, vacant and, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Paradise High 093 12a RECREATION DISTRICT FEES* I ParadiseZU i>>;/ ,(<'.t At the time of permit application, I w s advis d the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on y ur project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 I REQUEST FOR ADDRESS VERIFICATION DATE: 4�3- AP# OWNER'S NAME�iS owrrER°s rxorrE a ( .36) C52/ - Q'o SC7 OWNER'S MAILING.ADDRESS PRESENT ADDRESS OF BLUDING(S) 3. 4. ASSIGNED ADDRESS(S) ? gkTM EN7- 01- Department °1-Depan ent ®f Public Works dO C o u n t y o f B u t t e. 0 7 County Center Drive 0 Oroville, CA 95965 J. Michael Crump, Director (530) 538-7681 (FAX) 538-7171 Shawn H. O'Brien, Assistant Director Assessors Parcel Number: ;W:': ? Building permit # Owners Name: C_6GeP 0.7Z— Owners 7- Owners Mailing Address: Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: 3 ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: F Not a County maintained road Existing driveway conforms to County S-31 standard Other Approved by Printed Name Title Date -P- rg -c$�O CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Buildina) School District A.P.'Number Jurisdiction: -city Property Owner Property Location/Address Building Departme nt No. Q� /� E:25countV Subdivision Lot No. Residential Development :Sq. Footage .19, No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspection) ............................... :****"""**"'*"*"**"****'***"***'** ............... Deed Restricted Sq. Footage (Attach a sinned CODY of Deed Restriction and Notice of Limited Use Facilitv document) Commercial/Industrial New Addition Sq. Footage (including Exterior Roofed Areas) s��sa� Date ,,,,District Identification No. z,3 r.AfSchool District certifies that 24al 49 - (Applicant) -- !5:C;2 (Street Address) (P one Number) ( ity) (State) (Zip Code) has complied with the requirerhents of Resolution No. by payment of $ representing 2 %o2 a'Q square feet.JAB 2926 $ Vt. MITIGATION $ School District Represerfiative Date PaidbyCheck# Remarks: `Ncdce: You may protest the Imposition of the fees Identified above by submitting a written protast,to the District, In comptlance with 'eoarnmant Code Section 66020(a). within 90 days from die date fees are paid. Fadure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any'court action. ff,'iubs"uent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is behV reviewed under the CaNFands Environmental Quality : Act (CEQA), this project may be subject to additional school fen to " mtdga% lbi impact an the school disbWs'schoois. White (school district), Yellow (building department), Pink (applicant). ftefonnift (305W= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ C41CO AREA RECREATION AND PARK DISTRICT (CARD) ff"PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) �i��'/��trt l �� Building Pen -nit Number 'l Property Owner (s) L2 �-2nT( ,lel (LS Project Location /Address-�L)6262 (;?W)l) G((1 01r -- 1m Subdivision Name Assessable Sq. Ftge 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 (da issued ) verified by Building Department Comments: 21 ❑ FRRPD ❑ CARD XPRPD ❑ DRPD certifies that: Applicant Name Phone Number r gC)sa '- r -ex e n &GGLL-da- c �T Mailing Address e State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. 0(-( 15 1 by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ , per sq foot for a total of Remarks: Paid by Check No: o;. 6 l Paid by Cash: Receipt No: l �/ 2006-0045245 AND WHEN RECORDED MAIL TO: Recorded I REC EEE 10. BUTTE COUNTY BUILDING DIVISION Official Records 1COunt of 7 COUNTY CENTER DRIVE Butte I COPIES OROVILLE, CA 95965 CANDACE J. GRilBBS I County Clerk-Recorderl I NZ 09:01M 01 -Sep -2®05 I Pane 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT /f FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 'SCC S CH Eo �� C -rA 64610 f -f C2 o ►v o Nl A,Oc A P/4-12 N��o r Date /s I /2 y p�� PROPE O ERS: CILYZ i s CC5 'o /v State of California County of B i4e On Qr,icjc.e St- 3J . DOG(--, before me, personally appeared�t Ckr-1S i=c���� personally twuwn-te me (or proved to me on the basis of satisfactory evidence) to be the person -W whose name( is/aysubscribed to the within instrument and acknowledged to me that he/s mAMy executed the same in his eir authorized capacity(ies), and that by histherAheir signature( -on the instrument, the person(Sl-or the entity upon behalf of which the person(s`)-acted, executed the instrument. WITNESS my hand and official seal. Signaturef�t � Seal: G cts_� P. CADDINI / /) -7 y COMM. # 1587336 A.P. # D6`7 — ` D - b�3 �i NOTCOUNTY OFBUTTE Q Corr:ma Expires June 14, 2009 SCHEDULE C Office File No.: 00226583 Policy No. CNJP1597839651 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCELI LOT 189, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-200-033 PARCEL II A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREAS) OF SAID, "PARADISE PINES UNIT 147' , WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, X11, XIII AND XIV. # ,a t � t SCHEDULE C CLTA Standard Coverage I CL,rASTD 0 Butte CounlyDepaztrnent ofl?evelopl7lel2t Se1_WCCS 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile )BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I art required to bring the approved Environmental Health site plait and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: GAQ-k� 1r,_CI�0?J APN: ©�� —ZDD -03 3 v Building site address: 0 &0►1802fl Cl 2l e— Permit No.: 0 6. ` `2 q 2- 1 I have read, ders od and accept the terms and conditions as expressed herein as indicated by my submission the ove-referenced building permit application and my signature below: -7Zo SIGNATURE OF APPLICANT DATE O�QPR�YT O �Ut. T TF IIIN o 1 0 J r7 • %- 1 0 -1 0 0 \� c0y 9 A�Q4- C woP,F Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center 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 1 ACRE Project Description: _ Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects. that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided Ylaw Signed: Title: Com i�L� 2 --Date: _. -71 D 6 -- --- Less than 1 Acro NPDES & SWPPP Compliance Certification 2006-0032070 RECORDING REQUESTED BY Recorded I REC FEE 16.66 Bidwell Title & Escrow Company Official Records 1 TAX 164.50 \VY Countyy of I AND WHEN RECORDED MAIL TO Butte I CANOACE J. 6RUBBS I Name Christopher D. Ecton - County Clerk—Recorderl Street I Address 14052 Drexel Drive I LV 69:66AN 23—Jun-2606 I Page 1 of 2 zip Magalia, CA 95954 IIII IIIIIIOIIIII IIIIIIIIIIIIIIOIII Order No. 00226583-003 SPACE ABOVE THIS LINE FOR RECORDER'S USE Parcel No. 064-200-033 GRANT DEED THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The Undersigned Grantor(s) Declare(s) Documentary Transfer Tax is $10 y, So ❑ City/Town of 0 computed on full value of interest or property conveyed, or 0 Unincorporated Area ❑ full value less value of liens or encumbrances remaining at the time of sale ❑ Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which "is hereby acknowledged, Kenneth G. Dugan, An Unmarried Man hereby GRANT(s) to Code of Arms Construction Corporation the following real property in the 0 Unincorporated Area County of Butte, State of California: �1 Kenne SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Document Date: June 19 2006 State of California 1 f ) SS. County o Butte On �1 �� , before me, 1 _ �p(1�C. n, Notary Public, personally appeared **Kenneth G dugan** Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature FOR NOTARY SEAL OR STAMP `'f.l Of rh L. BOMAN .l 0:F � Comm. #1633495 A NOTARY PUBLIC CALIFORNIA O P BUTTE COUNTY 1 My Commission Expires Jan. 27, 2010 2 �/ MAIL TAX STATEMENTS TO: Same as Above BTEClGR,4NTDEEO Order No. 00226583-003 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: LOT 189, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39,40 AND 41. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-200-033 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREAS) OF SAID, "PARADISE PINES UNIT 14", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. Is SITE PLAN REVIEW APPLICATION Date: /O(o AN O ' ZOO _033 Permit Number (if applicable) 06-1�°IZ Bin Number 3 - 1 7 APPLICANT INFORMATION EC12M Parcel Size: Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: 1 �o �Z •i7�z F� E �17C • 5-10- 973 - gZ5j!,; Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone: R_ 1 GP: L D2 DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval % F-1Resolved e~441+0 By at--( Date 6 1 r .-. ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 19 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: _ L O12 Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning- Code— --Streets- &Highways— Fire Prevention Subdivision -Map Front lox Side Side Street Rear ci Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Vim' IN Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: '4rZApr5& 77- /1%�S UNLT A10. Lot: Book: 3 Page: T. _. Is -Y. California Department of Forestry and Fire Protection I Butte County Fire Department Fire Safe Requirements Permit -4 ®6 - ( 29q - Under authority of Public Resources Code Section 4290 and 4291,' Butte County Improvement standards , and the California Building Code, the following checked items are required by CDFButte County Fire Department and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Butte County Building Inspectors will make the compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [XJ (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [XJ (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 07/25/06 IC F R E Q U T 1273.07 Roadway Structures iso, [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed,or shoulders) shall be constructed to cant' at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your required minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. �6] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. [ ] Your parcel is less then I acre and your buildings and accessory buildings meet the 30 foot setback requirements from all property lines and/or the center of the road. Revised 07/25/06 2 Same Practical'Effect'for Build If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements Butte County Improvement Standards Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2006 704A.1 Roofing. 704A.1.1 General [X] Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. 704A.1.2 Roof coverings [X] Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys [X] When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters [X] Noncombustible screens on gutters. Roof gutter shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation. 704A.2.1 General [X] When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. Revised 07/25/06 3 AV 704A.2.2 Eave or cornice vents. [X] Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. [X] Fully enclosed noncombustible eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be'protected by ignition -resistant materials or non combustible construction on the exposed underside. All of the Butte County Fire Department requirements are posted on our website at http://buttefire.org[Fireprevention/protplan/protplan.htmi AUG 0 9 2006 2006 Date Revised 0725/06 4 Darren Read Fire Protection Planning AND WHEN RECORDED MAIL TO: iR BUTTE CUGPlT`1' UILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0045245 Recorded I REC FEE 10.00 Official Records I County of I COPIES 2,50 But I CROU J. SRIIBBS I County Clerk-Recorderl I MZ 09:011114 01 -Sep -M I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT /J FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, /. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: S't r sC'He-o U (_C-?' C A TAGHe-O HC_2E-ro Al"C' M,4 -0C_ A P/,N,-QT- f4el? tf-o Date I 2 C7 011 PROPE Y O ERS: GKr21 s CCTO N State of California County of B Ltk-e On Qg!g jg 5t- 3t . DOO b before me, Gd 'iv v _a ., _ �3ru Punt i G personally appeared 40-* Cy r-jS -W-- personally 1mvwn4e me (or proved to me on the basis of satisfactory evidence) to be the person'N whose name( is/aTejubscribed to the within instrument and acknowledged to me that he/stre4key executed the same in his eir authorized capacity(tes), and that by histirerk"r signatures) -on the instrument, the person(Vj or the entity upon behalf of which the person(s)-acted, executed the instrument. WITNESS my hand and official seal. Signature t"'k(Seal: G.�, �-.. P. GADDINI _ yCm COMM. # 1587336 AD�— ' NOTARYfERN A.P. # COUNTY OUTT Q Comm. Expires Juni 11, 2009 �O D L' f __ ` 4' w � � .. � � SCHEDULE C Office File No.: 00226583 Policy No. CNJP1597839651 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL L• LOT 189, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 14", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-200-033 PARCELIL A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREAS) OF SAID, "PARADISE PINES UNIT 14", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971 IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATIONS OF ANNEXATION FOR UNITS IV, VI, VIII, X, X1, XII, XIII AND XIV. SCHEDULE C CLTASTD CLTA Standard Coverage L SITE PLAN REVIEW APPLICATION Date: AP#�-� Permit Number (if applicable) Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other kffteptic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: Parcel Size: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved By tea. �a Zone: GP: L ❑ Resolve Problems Prior to Approval ❑ Resolved Date � /0(, 1 2006 f'. ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: — ( General Plan: LIQ a - Applicable Building Setbacks: f.I ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front U r -201 . S. Side 5-1 Side Street 0 1 Rear Height Waterway N/A N/A N/A f.I ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required _ _❑ No ❑Yes .Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to. be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Mgp: fa,4 ct�c 54 - Map Map Date of Recording: % h5l-7 Lot: p Book: g Page: ✓ — 3 2006 0 Q °,•, .s' LI I SEE SWEET A/O. 3 0 �`t. 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N o�5 ?55 t� �' � d5 ��'lJ3S�� °sib tiq`I�•". tpf'p�cl 7/ a � � __-_-__` ra>.,ro I I 70 7/B /. >t Pie . �A'b. ° `" �a�`•/ ,I. ti ii` T 4:Y,^^= ; v I a ; 5 J717 s -Z 1 ' /SPEPT 0 a;� d° e� aid 7s6t s 2/7vryre n4 ei 'o 83$ ! � <"., 'i. Stw�J f'' 3�'d 1 �Ii4•a :°.,t �,+" �`4rD,s;.i ':ate i/,,� a' ~`G ` v d ,...y>s2,•' , mo`''o. %® f�' a'. /B7 t'% �'$_ ii 1 ' � J i•t ::�•�: I w 66 J � �, l 01 Q,\ 1' Pi. q t' �„esronr � t „ a /9P : �; ��pp• � ¢•6 ��t" ,+n•r..'s � I suFEr s I CI d S c . .'n '°'��� tA9 - a4r- s °pc R.�, •t h B gg Y . wr.•n�. 4; Ps7 d d da 2/6 t./ A Cs.. �. 4� p /88.d 2 4 f /76 l SCIEET /NDEX Y u Q5 g. i �•4/w:•4�': ''�. > t°t _ /G°�d ��'-�'v'. c�<� ,�v'. o� ° q �d j0 �.ee'i�e_ a�>m° ` .. Y /77 ' a,'"•dr.i (/[, ° p�4 ., LEGEND. :1 �°" '4•rr. Z/5 0 �;J Hx'r/ J/� td u°/ 8'� I .8 'w/Pr/d' fn•. pp b/ / `� O n. t L Da a 'S P°'0 0� Df' I 1'OQ CALCULATED ro I NT I . w I.I ♦ A � C!Z � Q r`a4 %„ F ''` ,z 'r','�'"' a. .°e /79 /o' i°'�''g •( I LINE ...... ... _ ' ` o p�, NM•f%'N',✓ {" v Z6T / t �'T", jiL• 4y/'H' �l. 7 p 3 p. i °°' • t l l,, PUBLIC UTILITY EASEMENT IP. U.E.1...---"`- 411 a [< f. ,• "LID 29Q + --- yy 'dr y Y ♦\ 4 Z .� DRAINAGE EASEMENT W.E.) ... .... 'S L�Q7Y [•i8H i ' '�' ;� ?6g`•'•t 'y�)•1P�4' :S /BQoI /83 °a /B7 z' J z9g RECREATIONAL 'EASF.MENTI(R.E.)... ,VI/'/rt°•!/fl �,•' 260 rr' / / .4�Y L es -i • v R ,.4°' 'f/°0�'' a792 C SET CENTEIL INE MONUMENT ..... ... ......® I ,i n.. , a 1A w �' �./.�^`f •- � ,. N .'' .: Y/fld,N, prp' »r° _ na �8 f•..• ���;j, �d� `/r. 264 "� ` T � '- p, sy '�,, °e''• � 29/ i �yf+�'•�' /''I lP` SET 2 % 3' IRON PIPE TAGGED R.C.E. 9033.. YI Q7 r e(/I 8; 7 W / L`e 8 `, �v ? 2QBr t� `-�� -`--1 s, 'E•yl 1/, 'fV` -�' d FOUND MONUMENT AS SHOYIN ..... ............ v [/• A /'P '•a.. ' 0 �' -7 C1° t `, i, "•a:+..�.290 AI, .,, �J9• vog0 I �C' 9.e'ti �6f'�' F' °�' '�A. ,i FOUND 2• IRON PIPE TAGGED R.C.E. 9033...../ P P a°'{S.• P65 ° 269 ALL LOT CORNERS N07 INDICATE N BY THE ABOVE SYMBOLS '81 j '1 6'•` ! i' A P 76G t ^ l f '• "� TO BZ MARKED BY 3/4° IRON PIN PITH TAG R.C.E. 9033 °& a -. -1 . ,yr'�e�gt np% � � � a. �' � 4' �;`•"" °'°r :>,: i�n"�' a. 289 A � `. 'W 8l 4j I -.40 dpi t° 'Q��i - -'-' ^ / .J//'J.>r-r2, r.::'�'� P°i�Y/ 2 b r a,. �` °•6 n d / � E' � BASIS OF BEARINGS p P `, '~cs _pte7 °'Upf r/•ro•:o.. d'�/et 1• Z , $ 4• ,Atd 1.•t' ON Q9�' GO ' ri. rn• 8 �/ i a �t THE CALIFORNIA COORDINATE SYSTEM ZONE 2 ESTABLISHEO i9 6, t 5912 P J 1 1t'8 288 qY .FROM .6 ANGU) T TRIANGULATION STATION $AM1'MI LL l%•2AL MO55.90. ,•'T_ ,�sb. / °°A f76 j° qua•\, ,'°•qa_ w �, ^ .../ir P70 Q�1 .';. ,r �i �, IP 0� 'Y•]81 .647.981 TO TRI PNc.ULATI ON STATING AL MOUNTA114E to ayiso •N. .ti > v ` 0 t 1%•2.145.390.63. Y,632.948.421A Z75 BEARINGN 22.23'23' F. :� >'�/�°r• - -a t SD' •0d -'eaF' � -•+ - -04'1 rrr '?,4 �� q +'P AS SHO IYN ON THAT AMENDED RECORD OF SURVEY, fILEO IN ''� 0 k 9€• j,d`0°' P qt' BOOK 33 PAGES 95. 96,1 97, 98, 0 99 BUTTE COUNTY h 4 77 a ••Y 4�. q 287 �'fr P : ` IA,SU 44C. ;, ,A I -y ° Q "� j`"�` P' /, % 2 �q. '.:g RECORDS. DS STANCES SHOWN HEREON ARE GRID DISTANCES: y, .(°:!. 1 °r a, ' 0. L P Y Iq 0 t MULTIPLY 3Y 1.0001138' TO OBTAIN 'u ROUVD DISTANCES. 4 qU I Nn•a'rr'rw '8 Yom. 773 a� T7T sm'•• aw• , 0 0 37 ]v Y ,. • •' _ tt o r 2 ^ r' 2BG A ,s Qa P�;' .� t ..., 9 SUBDIVISION NO. AL �S� J°wrppr... Z �, r O✓N�,/Y �� __ �"�,_ -a/ • '•- � L (Y/i.p�3 u ai4 �,(' •, Q a. ���„ `-:^� �' p PARADISE PINES UNIT N0.14 �$ q °I .rt ff'..' �'•�. 778 � dl �a¢__ _ °Q__ /s+. `4'. �. ... ^'ri'iir' \Y 's A'•. f o Q -1- w;yN? OA' 9 :•' 91 , 36 779 PTN. SEC. 14 8 23 I T. 23 N., R 3 E., M.D.M. 'gt �o BUTTE COUNTY, CALIFORNIA ' °,.s+','0, v. q e & C o ; - 784 tq` • 1�' tr 00�' ✓ '' J e ,d '!e �{i . ?B03'g �. 78/ F 182 0 ?83 v' 0 SCALE' I 100' FEBRUARY , 1970 MURRAY B MtCORMIGK INC, CIVIL ENGINEERS I LAND SURVEYORS Z � iik y>- �t,Jpp/AP 1 1912 F 9T., SACRAMENTO, CALIFORNIA SHEET 4 0F, S SHEETS SEE SWEET N0. SEE SA/EET NO. S STRUCTURAL C A L C U L A T I O is S F O R CHRIS ECTON RESIDENCE GUILFORD CIRCLE MAGALIA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 FLY E M ON EE R O M CIVIL • STRUCTURAL BY: DATE: " �Dv SHEET No. / OF (530) 872.0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE:�y JOB No. /� % SUBJECT: PROJECT: �/ �GTO/N ��/rdi . �vlli/�i� (•t c s'v�d�T oF. 77rere- CGfLcs !S.:719/49- cE- x'67' 6;;V& m0 --m '0�=-4Z7-L vtorirr O.t R C E 32434 Reg. Expires 12-31-2006 Q�pF ESS/ o.3243 . f CIVIL `,\Q 9�F Of. OA��FOf� CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95909 %040 ��f-tls,C%Gj SunucWHA C�Ga�ML�/Q�OOO �l� BY: �7 DATE: O� SHEET No. OF CHECKED BY: DATE: JOB No. 6�(z s �Ttz- ,¢ 6 /dr3�2 9�� cf S e /r 14- 3211t,), ---- Z� 4- 97vvs 2 � r �- ell r i 05�0I0,c CIVIL • STRUCTUFAL (530) 872-0254 FAX (530) 87.2-933) 5790 CLARK ROAD, PAi2ADISE. CALIFORNIA 95969 v000 )C5-0- 115 BY: T _ DATE: 6_ SHEET No. 'OFF CHECKED BY: DATE: JOB No. 4' 7 r / /� 3d`� f = /• �� leg'/ / �319ss , a �7' /,6 !G) 91, n, t r FLY EMOMEEROM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 ZPar,�D,f --;F7WV-9 0 U n c7un /V�1Lrti1LCUL MONS S BY: ' ` -r DATE: �b SHEET No. 11- OF CHECKED BY: DATE: JOB No. o D ` ` 4, 7'ears — /%=7 �c— *4 e, 7/.,-- / f, c�'%k 3, e ,-, zr;� F. �r rte' ; �'- ��r.� Y �%��. 3d' �'c� . ,� /Z ��'• f�i� �v/ GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION -NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN 1S BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. I 10. GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4 FOR SIMPLE SPAN BEAMS AND SYMBOL 24F -V8 FOR MULTIPLE SPAN BEAMS. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER SHALL BE OF MINIMUM GRADE AS NOTED ON PLANS, AND AS MANUFACTURED BY TRUS JOIST ( ICC REPORT NO. ESR -1387) OR AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. N£R-5718) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (INCOMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), U.N.O. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2500 PSI MIN. IN 28 DAYS. 18. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 50 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. esl n Truss Take-off Design & Sales "Okrsi stance Monte Call - 193 Camellia Dr (530) 877.4732 Of f ice Paradise, CA . 95969 (530) 811-4732 FAX TRUSS ENGINEERING Ecton Residence Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 Job Name: CAEcton Truss ID: Al Drwg: I TC 2x4 DFL #1 BC 20 DFL #1 2x6 DFL #2 26.37 GBL BLK 20 DFL STANDARD Permanent bracing Is required (by others) to prevent rotation/toppling. See SCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. 8.7-3 S 0.4.3 TYPICAL PLATE: 1.5-4 Plating spec: ANSIiTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non-concurrent!BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psi live load and 11 psi dead load. Additional design considerations may be required K sheathing Is attached. I.) Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 16-6-0 16.4-6 1 2 3 4 5 67 8 9 10 11 1 314 15 16 17 18 19 20 21 22 23 2425 0 3.4 6.00 3.00 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - 8 Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height - 13.38 ft, mph - 80 UBC Standard Occupancy, Dead Load - 12.6 psi --------•-LOAD CASE #1 DESIGN LOADS---------- Dlr L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 122.00 -2. 0- 0 122.00 0. 0.0 0.66 TC Vert 204.00 0.0.0 292.00 16- 6.0 0.72 TC Vert 292.00 16.6.0 207.00 32.10.6 0.70 BC Vert 20.00 0- 0.0 20.00 32.10.6 0.00 9-6-15 SHIP 1.4 :=0-5-0 17-1-0 I 32•10-6 +5-th 26 27 28 29 30 31 32 33 34 35 36 33839 40 41 42 43 44 45 46 47 4849 0.1.1 0 STUB OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. ® WESTERN WOOD WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design U for an individual building co ponent nos nun synenn. 11 has been bared on specificallons provided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. Na responlblllty B assumed for dlntemional accuracy. Dimensions are robe verlfsed by the contponem amnufaclurer and/or building designer prior ro fabricmton. The building designer must ascertain that the loads ulillsed on rhts design nett or exceed the loading imposed by the local building code and the particular application. the design assumes that the top chord is laterally braced by the roof- floor sheathing and the botlmn chord is laterally braced by a rigid sheathing nmierial directly attached, unless orhe ire Eng. Job: EJ. Ch k: EC Dsgn r RPS TC Live 40.00 psf TC Dead 11.00 psf FABRICATORS noted. Bracing shown U for lateral support o/rnmponenls nnentben only to reduce buckling length, fiU ronnponent shall not be placed In any envbonnntens that will cause the nsoisrure content of rhe wood to exceed 19%and/or cause mnnecior plate corrosion. Fabricate, handle, Install BC Live 0.00 psf and brace this lass in accordance with the following standards: JOINT DETAILS' by 71 -al, ANSI/Tal 1. 'WTCA I'- Wood Thus Council BC Dead 10.00 psf ofAn,.dw Standard Design Responsibll(ilei,'HANDLINGINSTALLING AND BRACING METAL PLAT£CONNECI'£D WOOD TRUSSES' 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) and'HIB-91 SUMMARYSHEET by TPI. The Thus Plate Insdtum (Tial) is located ai DVwfrio Drive. Madison, Wisconsin J3719. no American Forest and Paper Association (AFPA) B locuied al 1111 19th Street, NW, Ste 800, Washington, DC 20034 TOTAL 61.00 pSf e- -- Joint Locations 1 0-0-0 26 0-0-0 2 4.0-0 27 4-0-0 3 5.4.0 28 5-4-0 4 6-8-0 29 6-8-0 5 8.0.0 30 8.0.0 6 9.5-11 31 9.4.0 7 9.5-11 32 10.8.0 8 10-8.0 33 12-0-0 9 12.0.0 34 13.4.0 1013.4.0 35 14.8.0 11 14.8.0 36 15.9.0 12 15.9.0 37 17-6.4 13 18.6.0 38 17' 6: 14 17-6.4 39 18.8.0 15 18.8.0 40 20' 0-0 16 20.0.0 41 21-4.0 17 21.4.0 42 22-8-0 18 22-8-0 43 24-0-0 19 24.0.0 44 25-4-0 2025.4.0 45 26.8.0. 21 26- 8.0 46 28.0. 0 22 28-0. 0 47 29- 4. 0 23 29.4-0 48 30-8-0 24 30.8.0 49 32.10.6 25 32-10.6 SRP c-SSIONg4 ' N 73 cae:1/8"=V JOB#: S1580 Truss ID: Al DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 O,C.Spacing 2- 0. 0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: CAEcton Truss ID: A2 Drw : BRo x -LOC REACT SIZE REQ• D TC 2x4 DFL 2100F•1.BE ••(PM)=PLATE MONITOR USED -See Joint Report.. This truss Is designed using the 1 0- 1-12 2313 3 . so• 2.47 • 2x4 DFL 240OF-2.OE 1.3 Plating spec : ANSI/TPI -1995 UBC -97 Code. 2 32- 9- 7 2001 1.88• 1.88. 2x4 DFL 01 5.9 THIS DESIGN IS THE COMPOSITE RESULT OF Bldg Enclosed = Yes, Importance Factor - 1.00 BRG REINFORCEMENT: BC 2x4 DFL STANDARD MULTIPLE LOAD CASES. Truss Location = End Zone ERG 'TYPE PACES NAILS LENGTH 2x6 DFL SS 10.13 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Hurricane/Ocean Line - No, Exp Category - B 2 Baa 1 e 12" 2x4 DFL #1 14.17 Loaded for 10 PSF non -concurrent BCLL. Bldg Length - 90.00 ft; Bldg Width - 40.00 ft ERG REQUIREMENTS show are based ONLY WEB 2x4 DFL STANDARD ++ • t ♦ + ♦ ♦ ++ t r ♦ ♦ r t + ++ t ♦ . Mean roof height - 13.38 ft, mph = 80 on the trues material at each bearing 2x4 DFL #1 5-13.13-15 Unrestrained horiz. LL deflection - 0.36 " UBC Standard Occupancy, Dead Load = 12.6 psf 3700 RIEGO ROAD, ELVERTA, CA 95626 2x6 DFL #2 13.7 +a♦+a♦................ ' TC FORCE ARL END CSI SCAB 2x4 DFL #1 PLATING BASED ON GREEN LUMBER VALUES. Seq n T6.5.41 • 0 1-2 -6860 0.49 0.46 0.95 PLT BLK 2x6 DFL #2 Brg. Block Reinforcing (cross -hatched area) 2-3 -6794 0.41 0.26 0.67 attached to required face(s) of the truss 3-4 -6662 0.45 0.28 0.73 at the noted support(s). Attach each block 4-5 -5690 0.26 0.28 0.54 with 10d common nails as indicated evenly 5-6 -5342 0.26 0.25 0.51 spaced and staggered throughout, per NDS. 6-7 -5474 0.40 0.50 0.90 7-8 -3130 0.08 0.46 0.54 8-9 -3710 0.13 0.50 0.63 BC FORCE AEL END CSI 10-11 6229 0.50 0.24 0.74 11-12 5328 0.43 0.23 0.66 MAX DEFLECTION (span) 12-13 4033 0.33 0.04 0.37 MEM 11.12 (LIVE) 1 Lai 13-14 78 0.02 0.25 0.26 -0 0.81 14-15 11 0.00 0.20 0.20 15-16 3205 0.52 0.11 0.63 Joint Locations 16-17 3207 0.52 0.23 0.75 1 0. 1 0.0.0 10 0.0-0 2 8-6-2 11 6.6.2 NRB FORCE CSI WEB FORCE CSI 3 9.5-11 12 12.1.1_ 13-6 -163 0.29 7-13 2036 0.29 16-6.0 18'4-6 4 11.6-1 13 17 .6.4 2-11 -485 0.06 13-15 3690 0.60 5 16.6.0 14 17.6.4 4-11 1105 0.49 7-15 -2009 0.98 1 2 3 4 5 6 7 8 9 - 6 17.6.4 15 22.6.0 4-12 -764 0.13 B-15 -586 0.33 5-12 1648 0:'73 8-16 116 0.05 F6.00 -1 7 22.8-0 18 22.10- 5-13 3370. 0.55 l).00 8 27.7-5-12 5.12 17 32.10.6 9 32.10• B 7-8 3.00 9-6-15 SHIP 6 S-6 =0-5-0 B2 ? o 0 17.1.0 32-10-6 SSdA 10 11 12 134 15 16 17 , 0-1.110 STUB TYPICAL PLATE: 6.6 �PpFESSlpfy All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. scale: 1/8" = 1 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 51580 This design G for an Individual building component not true system. It has been based on specncotlow provided by the cotttponent manufacturer Chk: EC Truss I D A2 and done In accordance with the current versions of TPI and AFPA design standards. No respouibllltyLs a ted for dltneuionol accuracy. Dlmensions Dsgnr' RPS ' : are to be verified by the component ntannr a ufaurend/or building designer prior ro fabr(rndon The building designer must ascertain that the loads TC Live 40.00 psf Du rFaes L=1.15 P=1.15 WESTERN WOOD utilL-ed on rhB design nice or esceed the loading Imposed by the local building code and the particular application T he design awtnes that the top chord L, laterally braced by the roof or floor sheathing and the bottotct chord G laterally braced by a rigid shealh/ng ncater(al directly attached, unless otherwise "ted. B"Ingshown4farlalerol.ntpponofcantponentsmentbenontyto2ducebuckling length. lhisdwmponentshall not bcplaced inany TC Dead 11.00 pelf Rep MbrBnd 1.15 FABRICATORS environment that will cause the acoisture content of the wood ro esceed 19%and/or cause co"ectorplate corrasion. Fabricate. handle, Install - BC Live 0.00 psf O.C.Spaeing 2- 0- 0 and trace this rms In accordance with the following standards-. JOINT DETAINS by Truswal• ANSUTPI I: '%TCA P- Wood Thuds Council ofAnterico Standard Design Responsibilities. 'HANDLING IN37ALuNG AND BRACING METAL PLITE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) and 'HIB -91 SUMMARYSHEE7• by TPI The Trwl Plate Institute (TPI) D localedat D'O"frio Drive. Madiron, Wircorutn 33719. ' The Anterican Forest and Paper Association (AFPA) is located at 1111 191h Street. NW, Ste 800• Washbiron, DC 20036. TOTAL 61.00 psf Seq n T6.5.41 • 0 Job Name: CAEcton WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not IrLLif rysten,, h hat been based on spec(fcationt provided by the component tnanufacrurer and done in accordance with the current versions of TPI and AFPA design standards. No respomibiliiy 13 auunted for dliuewlanal amuracy. Dhaenslons we m be verified by the component mm�ufac(urer and/or building designer prior to fabrication The building designer niusl ascertain (hut the loads utitL•ed on this design meet - esceed the loading impwed by the local building code and the particular application. The design assumesthat the top chord Truss ID: A3 Drw : enc x -LOC REAcr SIZE Rao' D TC 20 DFL #1 DurFaes L=1.15 P=1.15 Web bracing required at each location shown. This design based on chard bracing applied 1 0-1-12 19703.50• 2.10• 2x4 DFL 2100F -1.8E 7.9 ® See standard,detalls (TX01087001'-001 revl). per the following schedule: 2 24-10- 4 2712 3. so• 2.52• BC 2x4 DFL #1 noted. shown far support o/contponrnts mrmben only to reduce env(rontnerl that will cause the moisture content ofthe nota to wored 19%and)orcaw•r connector plate corrosion. Fabricate, hundle, Install Plating spec : ANSI/TPI.1995 max o.c. from to 3 '32-10- 4 1089 3. so• 1.50• WEB 20 DFL STANDARD BC Dead 10.00 THIS DESIGN IS THE COMPOSITE RESULT OF BC 48.00" 0.0.0 33.0.0 BRG REQUIREMENTS shown are based otmY Lumber shear allowables are per NDS. psf MULTIPLE LOAD CASES. TC 24.00" 0.0-0 33.0.0 on the cruse material at each bearing Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the TOTAL 61.00 psf Install Interior support(s) before erection. Mark all Interior bearing locations. UBC -97 Code. TC FORCE AXL END CSI PLATING BASED ON GREEN LUMBER VALUES. Permanent bracing Is required (by others) to Bldg Enclosed = Yes, Importance Factor - 1.00 1-2 -2894 0.13 0.61 0.74 prevent rotationitoppling. See BCSI 1-03 _ Truss Location = End Zone 2-3 -2409 0.11 0.61 0.72 and ANSI/TPI 1. Hurricane/Ocean Line = No, Exp Category - B 3-4 -2225 0.09 0.60 0.69 Bldg Length = 90.00 ft, Bldg Width = 40.00 ft 4-5 -1726 0.06 0.60 0.66 Mean roof height - 13.38 ft, mph = 80 5-6 -971 0.02 0.64 0.66 UBC Standard Occupancy, Dead Load = 12.6 psf 6-7 744 0.12 0.63 0.75 ... LOAD CASE #1 DESIGN LOADS ---------•-- 7-8 656 0.05 0.71 0.76 Dlr L.Pif L.Loc R.Plf R.Loc LLrrL 8-9 -727 0.00 0.78 0.78 TC Vert 13725.2-0.0 137.25 0.0-0 0.66 TC Vert 114.75 0.0. 0 114.75 33.0.0 0.78 BC FORCE AXL END CSI TC Vert 137.25 33.0.0 13725 35. 0. 0 0.66 10-11 2472 0.40 0.12 0.53 8C Vert 22.50 0.0.0 22.50 33.0.0 0.00 11-12 2425 0.40 0.08 0.47 Type... lbs X.Loc LL/TL 12-13 1719 0.28 0.17 0.45 TC Vert 67.5.2.0.0 1.00 13-14 972 0.07 0.32 0.39 TC Vert 390.0 31-C-0 0.66 14-15 972 0.07 0.33 0.39 TC Vert 67.5 35-0.0 1.00 15-16 503 0.03 0.33 0.36 16-17 -332 0.05 0.31 0.36 17-18 427 0.07 0.84 0.91 MAX DEFLECTION (span): LJ999 MEM 12.13 (LIVE) LC 18 WEB FORCE CSI W13B FORCE CSI L=-0.10" D=-0.05" T=-0.15" 2-11 102 0.05 5-15 -614 0.36 2-12 -633 0.17 6-15 747 0.33 16-6-0 16.6-0 =_= Joint Locations 4-12 666 0.29 6-16 -2212 0.76 1 2 3 4 5 6 7 8 9 1 0-0.0 10 0.0.0 4-13 -942 0.58 8-16 -893 0.24 2 5.10.5 11 4.4-2 5-13 1132 0.50 8-17 284 0.133 6. -6.00 9.5.11 12 8.1.12 4 11.2.3 13 13.0.0 5 16-6.0 14 18.0.0 R4.5 6 21.9.13 15 20.0.0 7 23. 6. 5 16 24.10 .4 8 27-1.11 17 28.7.14 S=3.5-4 9 33.0-0 18 33.0.0 3.4 3.5-8 S-3.5-4 8-7-3 3-4 3-4390# 9-6-15 SHIP 3.5-8 3-4 _ 0-4-3 1.5-4 4-4 S=3.5-4 1.5.4 0-4.3 �pFESSIONq�F B1 2.5.4 2.5.4 4-B2 B3 �r 24-10-4 A 2-0-0 Ii 33-0-0 _ 10 11 12 13 14 15 16 17 18 OVER 3 SUPPORTS . All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or ••H'• for 16 gauge, positioned per Joint Detail Reports available from Truswal software,. unless noted. Scale: 1/8" = 1• ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not IrLLif rysten,, h hat been based on spec(fcationt provided by the component tnanufacrurer and done in accordance with the current versions of TPI and AFPA design standards. No respomibiliiy 13 auunted for dliuewlanal amuracy. Dhaenslons we m be verified by the component mm�ufac(urer and/or building designer prior to fabrication The building designer niusl ascertain (hut the loads utitL•ed on this design meet - esceed the loading impwed by the local building code and the particular application. The design assumesthat the top chord Eng. Job: EJ: Ch k: EC Osg n r: RPS JOB#: S1580 Q Truss ID: A3 TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing tr lateral buckling length. This eompvnrnt shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS noted. shown far support o/contponrnts mrmben only to reduce env(rontnerl that will cause the moisture content ofthe nota to wored 19%and)orcaw•r connector plate corrosion. Fabricate, hundle, Install BC Live 0.00 psf O.C.Spaeing 2- 3- 0 and bm- this puss in accordance with the fallowing standards: JOINT DETAILS by Tr 1. 'AA511TPI V. "WTCA V- Wood Truss Council BC Dead 10.00 Design Spec UBC -97 ofAn¢rica Standard Design Respansibillties.'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' psf 3700 RIEGO ROAD, ELVERTA. CA 95626 . (HIB•9l1 and'HIB.91 SUMMARYSHEErby TPL The Truss Plate Institute (TPI) it (scared at D'Owfrio Drive. Madison, Wisconsin 33719. Thr American Forest and Paper Association (AFPA)1,located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf Seqn T6.5.41 - 0 Job Name: CAEcton WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Truss ID: A3X Drw : : BRO x -LOC REACT sIzE REO D TC 2x4 DFL #1 Plating spec : ANSVTPI -1995 This truss Is designed using the I o- 1-12 1819 3.50• 1.50• 2x4 DFL 240OF-2.OE 7.9 THIS DESIGN IS THE COMPOSITE RESULT OF UBC •97 Code. 2 24-10- 9 5268 3.50• 2..93• BC 2x4 DFL #1 MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor = 1.00 3 32-10- 4 1965 3.S 1.50 • WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT #1607. Truss Location = End Zone , BEGREQUIREMENTS shovm are based ONLY Lumber shear allowables are per NDS. Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No , Exp Category = B on the trues material at each bearing Install Interior support(s) before erection. Mark all Interior bearing locations. Bldg Length = 90.00 ft, Bldg Width - 40.00 ft ofAttterica Smndard Design Ruponslbillrlu,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES Permanent bracing Is required (by others) to ..... +........ • +...... Mean roof height = 13.38 ft, mph - 80 TC FORCE ARL BUD CSI prevent rotation/toppling: See BCSI 1-03 Nall pattern shown is for PLF loads only. UBC Standard Occupancy, Dead Load - 12.6 psf 1-2 -2715 0.01 0.26 0.28 and ANS1rrPI 1. Concentrated loads MUST be distributed to -----LOAD CASE #1 DESIGN LOADS -------- 2-3 -2289 0.01 0.26 0.27 PLATING BASED ON GREEN LUMBER VALUES. each ply equally. On multi -ply with hangers, Dir L.PIf L.Loc R.Plf R.Loc LL/TL 3-4 -2124 0.01 0.28 0.29 2•PLYI Nall w/10d BOX, staggered (per NDS) use 3" nails min. Into the carrying member. TC Vert 122.00 •2.0.0 122.00, 0- 0.0 0.66 4-5 -1689 0.01 0.28 0.29 In: TC- 4 BC. 2 WEBS- 2 -PER FOOTI-• For more than 2 ply, use additional fasten- TC Vert 102.00 0-0-0 102.00 21.0. 0 0.78 5-6 -1276 0.00 0.76 0.76 ers as Indicated from the back plys, or use TC Vert 437.00 21- 0. 0 507.00 31. 0.0 0.69 6-7 1609 0.13 0.76 0.89 any other approved detail (by others). TC Vert 102.00 31- 0- 0' 102.00 33- 0- 0 0.78 7-8 1263 0.02 0.96 0.98 ....++.........+++.+.+ TC Vert 122.00 33-0.0 122.00 35.0.0 0.66 6-9 -1537 0.00 0.96 0.96 BC Vert 20.00 0.0.0 20.00 33.0.0 0.00 BC FORCE AEL HND CSI , 10-11 2329 0.19 0.05 0.24 11-12 2284 0.19 0.04 0.22 12-13 1665 0.14 0.08 0.22 13-14 991 0.03 0.15 0.18 MAX DEFLECTION (span): 14-15 991 0.03 0.14 0.17 U999 MEM 12.13 (LIVE) LC 18 15-16 759 0.02 0.14 0.16 L=-0.05" D=-0.03" T--0.07" 16-17 965 0.08 0.16 0.24 17-18 1106 0.09 0.53 0.62 - Joint Locations -= 1 0.0.0 10 0.0.0 WEB FORCE CSI WEB FORCE CSI 2 5.10.5 11 4.4.2 2-11 89 0.02 5-15 -357 0.07 �- 3 9.5.11 12 8.1.12 2-12 -557 0.04 6-15 473 0.10 16-6-0 16-6-0 _1 4 11.2.3 13 13.0.0 4-12 585 0.13 6-16 -3490 0.38 1 2 3 4 I 5 6 7 8 9J - 5 16.6.0 14 18.0.0 4-13 -849 0.08 B-16 -2715 0.18 2-PLYS 6 21.9.13 15 20.0.0 5-13 1021 0.23 8-17 304 0.07 REQUIRED 6.0 -6. 0 7 23.6.5 16 24.10.4 8 27.1.11 17 28.7 .14 9 33.0.0 16 33-0-0 4-4 8-7-3 t3.5- S 0.4-3 �y l__, 33-M _. 1.0 11 12 13 14 15 16 17 18 9-6.15 SHIP S 0.4-3 o�MSHAfA( h 4�. A OVER 3 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 118" = 1 WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: SI Sao !his design l for - indlviduat building component not !rust system. Is hat been based on tpec(ficadom provided by she conwitenl mmnufacrurnr Ch k: EC Truss I D : A3X ® and done In accordance with the current wnlaw of TPI and AFPA dalgn standards No responsibility is assumed for di nenslonal accuracy. Dhoensiow Dsg n r: RPS are to be wrifled by the component numufaclurer and/or building duignerpnor to fabricalion. The building designer muss arcerraln that the loads TC Live 40.00 psf Du rFaes L=1.15 P=1.15 utilized on 0111 design meet or exceed the loading imposed by the local building code and the particular application. The deign asnuna that the top chord WESTERN WOOD is laterally braced by the roof or floor sheathing and the bottom chord G laterally braced by a rigid sheathing material directly attacher.. unless otherwise TC Dead 11.00 psf Rep Mbr B nd 1.00 noted. Bracing shown Lifor lateral support of contpommrs members only to reduce buckling length. TMs romponeni shall nol be placed in any ®FABRICATORS 'm m"/lit"Allcauselhemouturecontentofihetoodtoexceed19-bandharcaweconnectorplatecorrosion. Fabricare.hundle•InsmN BC Live 0.00 psf O.C.Spaeing 2-0.0 and brace MB rrurs (n accoNancu with the folloudng nandardJ: JOINT DETAILS' by buawl, ANS11TPI I ; 'WTCA P. Wood burs Caunall BC Dead 10.00 psf Design Spec UBC -97 ofAttterica Smndard Design Ruponslbillrlu,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES 3700 RIEGO ROAD, ELVERTA, CA 95626 - (HIB -91) and 'HIB -91 SUMMARY SHEET by TPI. The Trutt Plate Imlituie (TPI) it located as D'Onafrio Drive, Mad6on, Wisconsin 537/9. fie American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW Ste 800, Washington. DC 30036. TOTAL 61.00 psf Seqn T6.5.41 • 0 Job Name: CAEcton WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Truss ID: A4 Drw : BRI TC 2x4 DFL #1 OC R17s .50• ZE RI*87• 7h(t design if for an Individual building component not truss system. It has been based on spec(ficaliom provided by the component manufacturer location Web ardd UPLIFT ® 3CT o-x1L112 BC 2x4 DFL #1 ® SeestandO-D tails(TX01087001-001revt). SupportE3C-84lbS) 2 24-10- 4 2284 3.50• 2.06• WEB 2x4 DFL STANDARD Du rFacs L=1.15 P=1.15 Plating spec : ANSIrrPI -1995 This truss Is designed using the 3 32- 7- 0 396 - 3.50• 1.50• PLATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. BRO REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. env(commentthat-4/1-uselhemoisture content ofthe wood to asceed 1946 and/or muse mnnectorplate corrosion. Fabricate, handle. install MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 on the trues material at each bearing Install Interior support(s) before erection. Mark all Interior bearing locations. Truss Location = End Zone of Anterior Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line - No, Exp Category = B TC FORCE ARL END CSI The American Forest and Paper Association (AFPA) tr located at 111119th Street. NW, Ste 800, Washington, DC 70036. Bldg Length - 90.00 ft, Bldg Width - 40.00 ft 1-2 -2585 0.05 0.47 0.52 Mean roof height = 13.38 ft, mph = 80 2-3 -2154 0.04 0.47 0.51 UBC Standard Occupancy, Dead Load = 12.6 psf 3-4 -1990 0.03 0.46 0.50 4-5 -1547 0.02 0.46 0.49 5-6 -884 0.01 0.52 0.53 6-7. 622 0.10 0.52 0.62 7-8 543 0.06 0.55 0.61 8-9 -380 0.02 0.55 0.57 BC FORCE AXL END CSI 10-11 2209 0.36 0.09 0.45 11-12 2167 0.35 0.06 0.41 Y 12-13 1540 0.25 0.13 0.38 13.-14 875 0.06 0.25 0.31 MAX DEFLECTION (span) : 14-15 875 0.06 0.25 0.31 ' U999 MEM 12-13 (LIVE) LC 18 15-16 472 0.03 0.25 0.28 L= -0.09" D= -0.05" T= •0.14" 16-17 -295 0.03 0.11 0.14 17-18 -241 0.00 0.26 0.26 -- -� Joint Locations == 1 0.0.0 10 0.0-0 WEB FORCE. CSI WEB FORCE CSI 2 5-10.5 11 4.4.2 2-11 90 0.05 5-15 -515 0.30 3 9.5.11 12 2-12 -562 0.15 6-15 629 0.28 18.8.0 16-2.12 3.0-0 4 11.2-3 13 18.0-0 4-12 591 0.26 6-16 -1956 0.67 1 2 3 4 5 6 7 8 9 5 14 18.0-0 4-13 -838 0.52 8-16 -617 0.16 6 21 13 15 20.0.0 21 1 5-13 1007 0.44 8-17 153 0.07 O - O 0-4 8 27.1-11 17 2817.14 9 32.8-12 18 32.8.12 8-7-3 t. S 0-4-3 4-5 9-6-15 SHIP 3.5-4 =0-5-13 B3 32 8-12 10 11 12 13 14 15 16 17 180-3� -4 STUB rjt4o. 1 OVER 3 SUPPORTS 111612007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1/8" = 1• WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 7h(t design if for an Individual building component not truss system. It has been based on spec(ficaliom provided by the component manufacturer Chit: EC Truss I D A4 ® and done In accordance with the current versions of TPI and AFPA design standards No rekwmibilily (t asswnedfor dimensional accuracy. Dinrcns(ons Dsgnr• RPS : are to be verified by the component man f curer andlor building designer prior to fabrication. The building design mutt atcerrwn that the loads TC Live 40.00 psf Du rFacs L=1.15 P=1.15 WESTERN WOOD utili_ed on this design meet or esceed the loading unposed by the local building code and the particular application. The design assurttes that the top chord It laterally braced by the roof orQoor sheathing and the bottom U laterally braced by a rigid shewh(ng nmteriul directly attached. un(rss otherwise chord noted. Bractng shown Lsfor lateral support ofmntpments members only to reduce buckling length. 7hisconipvnentshallnotbeplacedinany TC Dead 11.00 psf Rep Mbr Bnd 1.15 FABRICATORS env(commentthat-4/1-uselhemoisture content ofthe wood to asceed 1946 and/or muse mnnectorplate corrosion. Fabricate, handle. install BC Live - 0.00 pst O.C.Spaeing 2-0.0 and brace thtr I- in accordance with the following standards: 'JOINT DETAILS' by 7-1. 'ANSI/TPI I', 'WTCA I'- Wood Truas Council of Anterior Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95929 . (HIB -91) and 'HIB -91 SUMMARYSHEEI•by TPI. fie 7h=Plate Institute (TPI)(s locwed at D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) tr located at 111119th Street. NW, Ste 800, Washington, DC 70036. TOTAL 61.00 psf SeQ n T6.5.41 • 0 Job Name:.CAEcton WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: A5 Drw g : ERG x -LOC REACT SIZE REO'D TC 2x4 DFL #1 Plating Spec: ANSI/TPI.1995 C h k: EC This truss Is designed using the 1 0- 1-12 2400 3 -SO . .So• 2.56• 2x4 DFL 210OF•1.8E 7.9 THIS DESIGN IS THE COMPOSITE RESULT OF J UBC -97 Code. 2 32- 7- 0 2097 HGR 2.24 • 8C 2x4 DFL 2100F•1.8E MULTIPLE LOAD CASES. WESTERN WOOD Bldg Enclosed = Yes, Importance Factor - 1.00 ERO REQUIREMENTS ahowa are based ONLY 2x4 DFL #1 10.14 PLATE VALUES PER 'ICBO.RESEARCH REPORT #1607. Truss Location = End Zone On the truss material at each bearing WEB 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. O.C.Spaeing 2. 0. 0 Hurrlcane/Ocaan Line - No, Exp Category - B ERG HANGER/CLIP NOTE PLT BLK 2x6 DFL #2 Permanent bracing is required (by others) to Bldg Length - 90.00 ft, Bldg Width = 40.00 it 2 •HUS28 2x4 DFL #1 18 prevent rotation/toppling. See SCSI 1-03 . (HIB -9I) and'H18.91 SUMMARYSHEET'by TPI. The T}ua Plate Imtiiute (TPI) G located at D'Onafrfo Drive, Madison, Wircamin 33719. Mean roof height - 13.38 ft, mph = 80 support connection(s)/Hanger(s) are PLATING BASED ON GREEN LUMBER VALUES. and ANSIrrPI 1. TOTAL 61.00 psf UBC Standard Occupancy, Dead Load - 12.6 psf not designed for horizontal loads. - -LOAD CASE #1 DESIGN LOADS --- SEE SIMPSON CATALOG Dir L.Plf L.Loc R.PIf R.Loc LL/TL FOR ADDITIONAL INSTALLATION NOTES TC Vert 122.00-2-0-0 122.00 0-0-0 0.66 TC Vert 102.00 0. 0.0 102.00 32- 8.12 0.78 TC FORCE AXL END CSI BC Vert 20.00 0.0.0 20.00 32. 8-12 0.00 1-2 -3930 0.20 0.45 0.65 Type... Its X.Loc LL/TL 2-3 -3548 0.12 0.46 0.58 TC Ven 60.0.2.0.0 1.00 3-4 -3384 0.10 0.58 0.69 TC Vert 100.0 15.9.0 0.66 4-5 -2968 0.08 0.58 0.67 TC Ven 100.0 17.3.0 0.66 5-6 -2950 0.08 0.61 0.69 6-7 -3299 0.10 0.61 0.71 7-8 -3464 0.11 0.29 0.41 8-9 -3706 0.11 0.62 0.74 MAX DEFLECTION (span) : BC FORCE AXL HND CSI 0999 MEM 13.14 (LIVE) LC 1 10-11 3406 0.56 0.12 0.68 L=-021" D--0.15" T=-0.36" 11-12 3386 0.55 0.12 0.68 12-13 2805 0.46 0.15 0.61 Joint Locations 13-14 2135 0.35 0.15 0.50 1 0.0.0 10 0.0.0 14-15 2135 0.22 0.10 0.33 2 5.10-5 11 4.4.2 15-16 2776 0.29 0.10 0.39 - 3 8.5.11 12 8-1.12 16-17 3232 0.34 0.19 0.53 16.6-0 16-2-12 13 1 0 4 11. 0. 17-18 3189 0.34 0.52 0.86 1 1 2 3 4 15 6 7 8 9 5 16.86-0-0 14 188..0.0 8 21.9-13 15 20.0.0 WEB FORCE CSI WEE. FORCE CSI 2=11 68 0.04 5-15 971 0.43 � Q - 7 23.8-5 18 28.7.4 27.8-11 17 26.8.14 2-12 -513 0.14 6-15 -809 0.50 100# 100# -6 8 9 32.8-12 18 32.8.12 4-12 559 0.25 6-16 471 0.21 4-5 4-13 -845 0.52 8-16 -377 0.10 5-13 1015 0.45 8-17 -92 0.02 3-4 3-4 S=3.5-4 S-3.5-4 8-7-3 3-4 3-4 9.6-15 SHIP 5-5 6-6 4-5 4.5 = J =0-5-13 0-4-3 1.5 4 3.6-4 5=3.5 2.5 -4 QFESSIO&q B1 2.5-4 3.5-4 1.5.4. BzNA�Ftic2 2 C7 Q. MIA XP, -31 3z 8-12 10 11 12 13 14 15 16 17 18 0.3.4 sTus l � OF P�\� TYPICAL PLATE: 5-5 1/16/2007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 118" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 Thb de ttgn fi for an individual building component not trait syrtenr. It hm been bared on specyl-ii-s provided by the co ponent manufacturer C h k: EC Truss I D A C ® and done In accordance with the current veatom of TPI and AFPA design standards. Na responslbilloy tr atoned for dbaemional accuracy. Dbnemiam Dsg nr' RPS J are to be verified by the component manufacturer and/or building darigner prfor m fabrfcation. the building derlgner nitre atcertain that the loads TO Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD udflrrdonrhbd"gnnreetor"'dthefaadingtmposedbythelocalbuildingcodeandiheparticularapplication. The daignarswnathatthetop chord tr laterolly braced by the roof or/loor sheathing and the benotn chord U laterally braced by a rigid sheathing nwerfal directly attached, unlet otherwUe TC Dead 11.00 psf P Re Mb� Bnd 1.00 P FABRICATORS noted. Bracing shown 4 or (aero! s n o rant nems n¢mbea onlyto educe bvcklln fen h 7hG car end sludl nal be laced !n an g f „per f g ,pan p y that will cause the moisture content ofthe wood to exceed 1995 and/orcaure canneclorplate comsfon. Fabricate, handle, imtall BC Live 0.00 psf O.C.Spaeing 2. 0. 0 and brace this lru r In accordance with Me following standards: 'JOINT DETAILS by D-1, 'ANS/?P! 1', 'WTCA P- Wood Nuts Council BC Dead 10.00 Design Spec UBC -97 ofAnutdca Standard Design Rvpomtbllftier,'HANDLING INSTALLING AND BRAC/NG METAL PL4 T£ CONNECTED WOOD TRUSSES psf 1700 RIEGO ROAD, ELVERTA, CA 95826 . (HIB -9I) and'H18.91 SUMMARYSHEET'by TPI. The T}ua Plate Imtiiute (TPI) G located at D'Onafrfo Drive, Madison, Wircamin 33719. ' The Atrterfcan Forel and Paper Axroclatfon (AFPA) G located at 1111 19th Street, NW, Ste 800, Wmhington, DC 20036. TOTAL 61.00 psf Seq n T6.5.41 • 0 Job Name: CAEcton Truss ID: A6 ' Drwa: TC 2x4 DFL #1 BC 20 DFL #1 GBLBLK2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psi live load and 11 psf dead load. Additional design considerations may be required if sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combinatlon axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 8.7.3 S 0-4-3 TYPICAL PLATE: 1.5-4 Plating spec : ANSI/TPI • 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. 16-6-0 16-2-12 1 2 3 4 5 6 78 9 10 11 12 1 415 16 17 18 192Q1 22 23 24 25 2627 •• Q 3-0 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 k, Bldg Width - 40.00 ft Mean roof height = 13.38 ft, mph = 80 UBC Standard Occupancy, Dead Load = 12.6 psf ---•--LOAD CASE #1 DESIGN LOADS -- --^ Dir L.Plf L.Loc R.Ptf R.Loc LL/TL TC Vert 122.00 -2. 0.0 122.00 0. 0.0 0.66 TC Vert 204.00 0. 0- 0 292.00 16- 6.0 0.72 TC Vert 292.00 18. 6.0 207.00 32. 8.12 0.70 BC Vert 20.00 0. 0. 0 20.00 32. 8.12 0.00 9.6.15 SHIP 3.5.4 =11.5.13 Z-0-0 32-8.12 28 29 30 31 32 33 34 35 36 37 38 39 404142 43 44 45 46 47 48 49 50 5'6200-34 STUB __= Joint Locations 1 0.0.0 27 32-8-12 2 2.8.0 28 0-0.0 3 4.0.0 29 2. 8.0 4 5.4.0 30 4.0.0 5 6.8.0 31 5.4.0 6 8.0.0 32 6-8.0 7 9.5.11 33 8.0.0 8 9.5.11 34 9.4.0 9 10.8.0 35 10-8-0 10 12.0.0 36 12.0.0 11 13.4 .0 37 13.4 .0 12 14.8.0 38 14.8.0 13 15.9.0 39 15.9.0 14 16 6-0 40 17-3-0 15 17.3.0 41 18.0.0 16 18.8.0 42 18.8-0 17 20.0.0 43 20-0-0 IS 21-4.0 4421.4-0 19 22.8.0 45 22.8.0 20 23.6.5 46 24.0.0 21 24.0.0 47 25-4-0 22 25.4.0 48 26-8-0 23 26.8 .0 49 28.0.0 24 28.0.0 50 29-4-0 25 29.4.0 51 30.8.0 UVtK GUN I INUUUJ ,UNI'UK I All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 1l8" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 This design it for an Individual building component not truss system. It has been bared on specifications provided by the component manufacturer Chk: EC /� Truss I D a A6 ® and done In accordance with the current versions of TPI and AFPA design standards. No respowlbility Is assumed for dimensional accuracy im Densions - DSg nr: RPS are to be- verified by the component manufacturer and/or building designer prior to fabrtcalfon. The building designer must ascertain that the lauds TC Live 40.00 psf DurFaes L=1.15 P=1.15 WESTERN WOOD ulliked on this design meet or eweed the loading (aroused by the local building code and the particular applicallm. The deign ass,anes that the top chord B laterally braced by the roof or floor sheathing and the bottom chard is laterally braced by rigid amtertal directly attached, a sheathing unlet/ othenvtrr noted Bracing slunm Isfor lateral mppon ofwinponents members only to reduce buckling length. This component shall not be plated In any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS environrtrentthat Wit Cause the nrotrturcconlenrofthemoodtoecred19%andlorcaweconneciorplalecorrosion. Fabncvte,handlkinsrall BC Live 0.00 psf O.C.Spaeing 2-0.0 } and brace this t u s in accordance w/th the following standards: J01NT DETAILS' by Tr 1. ANS117Pl I', 'W7C'A /'-Wood Huss Council of An eHca Sl-dadDesign ResponsiblliBet.'HANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead .10.00 psf Design Spec UBC -97 3700 RIEGO ROAD. ELVERTA. CA 95626 . (HIB•91) and'H/B-9l SUMMARY SH££7' by TPI. The TYurs Plate /nttiture (TPN G lacared est D'OnoJr(n Drive. Madison. Wircor=in 337/9, The American Forest and Paper Association (AFPA) G located at 11 ll 191h Street. NW, Ste 800, Washington. DC 20036. TOTAL 61.00 psf Seq n T6.5.41 • 0 Job Name: CAEcton Truss ID: B1 Drwa: TC 2x4 DFL #1 BC 2x4 DFL 01 GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psi live load.and 11 psf dead load. Additional design considerations may be required If sheathing Is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane.of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combinatlon axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. TYPICAL PLATE: 1.5-4 Plating spec : ANSI/TPI • 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD4ASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. 1 10-M 1 10-" I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 6.� 3-4 -6.� This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 40.00 it Mean roof height = 11.76 it, mph -= 60 UBC Standard Occupancy, Dead Load - 12.6 psf ------LOAD CASE #1 DESIGN LOADS Dlr L.Pif L.Loc R.Plf R.Loc LL/TL TC Vert 122.00.2.0.0 122.00 0- 0.0 0.66 TC Vert 204.00 0.0-0 262.00 10.0.0 0.72 TC Vert 262.00 10- 0.0 204.00 20. 0.0 0.71 TC Vert 122.00 20.0- 0 122.00 22. 0.0 0.66 BC Vert 20.00 0.0.0 20.00 20. 0- 0 0.00 -0I--2=O� 20-x0 16 17 18 19 20 21 22 23 24 25 26 27 28 29 6-3-15 SHIP =0-4-3 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail,Reports available from Truswal software, unless noted. -- = Joint Locations 1 0.0.0 16 0.0.0 2 2.8.0 17 2.8.0 3 4.0.0 18 4.0.0 4 5.4.0 19 5-4-0 5 6.8.0 20 6-8-0 6 8.0.0 21 8.0.0 7 9-3-0 22 9-3-0 8 10.0.0 23 10.9.0 9 10.9- 0 24 12.0.0 10 12.0.0 25 13.4.0 11 13.4.0 26 14.8.0 12 14.8.0 27 18.0.0 13 16.0.0 28 17.4-0 14 17.4.0 29 20.0.0 15 20.0.0 Q� ESSION,q� � F � 1 p 9'' r 0 1/16/2007 Scale: 7132" = 1' WAMMINki Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 77itr design G for on indlvldual building cotuponenl not trou system. It has been based an spee(Jlcallons provided by the contposseri manufacturer and done In Wilt Ch k • EC Truss I D B 1 accordance the current versions of TP/ and AFPA design standards. No twpomibilily is a iiedfor dimensional a=mcy. Dimensions are to be verifled by the component manufacturer -&br building derigner prior to fabrication. fie building designer must atrenaln that the lauds DS nr• RPS g . WESTERN on thtr design meet or exceed the loading intpored by the local building code and the particular application. The design assumes that the top chord TC Live 40.00 psf DurFaes L=1.15 P=1.15 WOOD"' laterally lly braced by the roof or floor sheathing and the bottom chord 4 laterally braced by a rigid sheathing material directly attached, unless otherwise noted Bracing shown is for lateral support ofeoniponents a-isbers only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® FABRICATORS environment that will cause the ntolsrum content strike Hood ra esceed 194. and/or cause connector plate corrosion. Fabricate, handle. install BC Live 0.00 psf O.C.Spaeing 2. 0- 0 and brute this truss to accordance wOh theAllaving standards, 70IAT DETAILS by Trusnal. 'ANSI/Tial I ; 'WTCA I' - Wood Taw Council ' ofAnierlcw Standard Design Responsibilities, 'HA NDIJNG INSTALLING AND BRACING METAL PLA TE CONNECTED WOOD TRUSSES BC Dead 10.00 psf Design Spec UBC. -97 .- 3700 RIEGO ROAD, ELVERTA. CA 95629 . (HIB -911 and'HIB-91 SUMMARYSHEET by TPI. The True Plate l-iirute (TPI) is located at D'Onofrio Drive. Madis". Wisconsin 3J719. Me American Forest and Paper Association (AFPA) is located at illi 19th Street, NW, Sse 800, Washington. DC 70036. TOTAL 61.00 psf Seqn T6.5.41 - 0 Job Name: CAEcton z�-0� Truss ID: 132 Drw : eaox-LOC zD-0-0 REACT SIZE Rao'D TC 2x4 DFL 240OF-2.OE Plating spec : ANSI/TPI -1995 This truss Is designed using the 1 0- 1.12 11720 3.50• 3.36• BC 2x8 LVL 1.65ETSLSL THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 19-10- 4 12024 3.50• 3.45• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor - 1.00 ERo REQUIREMENTS above are based ONLY 2x4 DFL 01 8.3 PLATE VALUES PER ICBO RESEARCH REPORT 01607. Truss Location = End Zone on the trues material at each bearing ............. r ........ Loaded for 10 PSF nonconourrent BCLL. Hurricane/Ocean Line - No, Exp Category - B Eng. Job: EJ. Nall pattern shown Is for PLF loads only. Permanent bracing Is required (by others) to Bldg Length - 90.00 it, Bldg Width = 40.00 If TC FORCE AXL END CSI Concentrated loads MUST be distributed to prevent rotatlon/toppling. See BCSI 1-03 Mean roof height - 11.76 it mph = 80 1-2 -19706 0.43 0.47 0.90 each ply equally. On multi -ply with hangers, and ANSI/TPI 1. UBC Standard Occupancy, Dead Load = 12.6 psf 2-3 -13569 0.15 0.10 0.24 use 3" nails min. Into the carrying member. PLATING BASED ON GREEN LUMBER VALUES. --------LOAD CASE #1 DESIGN LOADS -- 3-4 -13569 0.15 0.10 0.24 For more than 2 ply, use additional fasten- 3•PLYI Nall w/10d BOX, staggered (per NDS) Dir L.Plf L.Loc R.Plf R.Loc LLTTL 4-5 -19706 0.43 0.47 0.90 ers as Indicated from the back ptys, or use In: TC- 2 BC -14 WEBS. 2 "PER FOOTI•• TC Vert 102.00 0. 0.0 102.00 20.0.0 0.78 BC Live 0.00 psf O.C.Spaeing 2.0- 0 any other approved detail (by others). Nall In layers or from each face. TC Vert 122.00 20- 0.0 122.00 22. 0.0 0.66 EC PORCH ARL END CSI • • • . • . • . 4 .. • .......... ofAmerica StandardDesign Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Vert 1070.00 0.0.0 1070.00 20- 0. 0 0.64 6-7 17621 0.23 0.28 0.51 - 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -911 und'HIB-9l SUMMARYSHEET by TPI. l]te Tr... Flute institute (TPI) G loc:utrd at D'Orofrio Drive, Madison, Wisconsin 13719. 7-8 17461 0.23 0.13 0.36 The Antrrican Forest and Paper Associution (AFPA) tr located at I/ I / 19th Street. NW, Ste 800, Washington, DC 20036. 8-9 17461 0.23 0.13 0.36 9-10 17622 0.23 0.28 0.51 NEE FORCE CHI WEB FORCE CHI 2-7 5506 0.81 4-8 -6397 0.31' 2-8 -6397 0.31 4-9 5506 0.81 3-8 11631 0.63 MAX DEFLECTION (span) : U999 MEM 8.9 (LIVE) LC 1 L--0.19" D=-0.10" T--0.29" 6-8 B1 B2 6.3-15 SHIP =0-4-3 PpFESS A1 z�-0� -� Joint Locations =_ zD-0-0 1 6 00 -0 10-0-0 10-0-0 5.7.0 r I 1 3 10-0.0 8 107090 3-PLYS 1 2 3 4 5 4 14.4.13 9 14.4.13 REQUIRED S.0 -6.� 5 20.0.0 10 20.0.0 6-8 B1 B2 6.3-15 SHIP =0-4-3 PpFESS A1 z�-0� 1 i zD-0-0 E 6 7 8 9 10 t �`T i V \� OQC1 T9 TYPICAL PLATE: 4-8 7 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 7132" = 1 • WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 ® This design is for an individual building component not Inca system ft has been bated on specification provided by the component ntan factun:r C h k: EC Truss I D 132 and done in accordance wtrh the t sections of TPI and AFPA design standards. No responsibility Is assumed for dAnm currenenslonal accuracy. Dlmnslont Dsg n r: RPS . are to be vertfed by the component nmn factures and/or building designer prior to fabncotlon The building designer must asrenain that the loads TC Live 40.00 psf Du rFaes L=1.15 P=1.15 WESTERN WOOD unlined on this design meet or exceed the loading imposed by the local building code and the particular upplication. 77te design assumes that the top chord b laterally braced by the roof or floor the banns R laterally braced by directly sheathing and chord a rigid sheathing material attached unless otherwise noted Bracing shown is far lateral ntppon afoantponents tttentbers only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS environumnsthat will came the moisture content ofthe woad to accred 19.6 andlor cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spaeing 2.0- 0 and brats This truss in uttordancr with the following srandardr: JOINT DETAILS by Trun.ol. ANSI?PI l'.'WTC:a I'. Wood ]furs Cuuneit ofAmerica StandardDesign Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 - 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -911 und'HIB-9l SUMMARYSHEET by TPI. l]te Tr... Flute institute (TPI) G loc:utrd at D'Orofrio Drive, Madison, Wisconsin 13719. The Antrrican Forest and Paper Associution (AFPA) tr located at I/ I / 19th Street. NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf Segn T6.5.41 • 0 Job Name: CAEcton VVAKNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7hbr derign b for an indivldual building component not ir=r Mimi. It hw been bored on rpeci !capons provided by the component nran(facmrer and done /n accordance with the current ,atlas of TP/ and AFPA deign standards. No rerponrlbillly is as dif- aft endlana/ accuruo, Dbnensiom are to be verified by the coniponenl rrranufacturer and/or building derigner prior to fabricullon. The building designer nrurt arcenaln that the lauds utilf e l on this Jerign -el or escred the loading trrrposed by the local building rode and the panlcvlar an application. The design unry that the top chord b laterally braced by the bottom 4 laterally braced by Truss ID: D1 . Drw : TC 20 DFL #1 Plating spec: ANSUTPI -1995 This truss Is designed using the BC 2x4 DFL #1 * THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code, GBL BILK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 Permanent bracing Is required (by others) to PLATE VALUES PER ICSO RESEARCH REPORT #1607. Truss Location = End Zone prevent rotation/toppling. See BCSI 1-03 Gable verticals are 2x 4 web material spaced Hurricane/Ocean Line - No, Exp Category - B and ANSIITPI 1. at 16.0 " o.c. unless noted otherwise. Bldg Length - 90.00 ft, Bldg Width = 40.00 ft PLATING BASED ON GREEN LUMBER VALUES. Top chord supports 24.0 " of uniform load Mean roof height = 16.63 ft, mph = 80 - IHIB-91) and 'HIB -9l SUMMARY SHEET by TPI. The hurl Plate lnxltule (TPl) tr located at D'Oncfrio Drive, Madimn. WLmvmin 73719. at 40 psf live load and 11 psf dead load. UBC Standard Occupancy, Dead Load - 12.6 psi Additional design considerations may be ------LOAD CASE #1 DESIGN LOADS Seqn T6.5.41 - 0 required If sheathing Is attached. Dir L.Plf L.Loc R.PIf R.Loc LUTL [+] Indicates the requirement for lateral TC Vert 122.00 - 1. 6.0 122.00 0- 0. 0 0.66 bracing (designed by others) perpendicular TC Vert 204.00 0. 0.0 227.00 3- 6.0 0.72 to the plane of the member at 63"I'ntervals. TC Vert 227.00 3- 6.0 204.00. 7- 0- 0 0.71 Bracing Is a result of wind load applied TC Vert 122.00 7. 0.0 122.00 8- 6.0 0.66 to member.(Combination axial plus bending). BC Vert 20.00 0.0.0 20.00 7-0-0 0.00 This truss requiresadequate.sheathing, as - designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 2-1-3 10.4-3 TYPICAL PLATE: 1.5-4 I 3-8-0 I 3-6-0 1 2 3 4 5 6 6.� 2.5-4 -6.� 1� 6� 1.6-0 7-" 7 8 9 10 11 2.9.15 SHIP 10.4.3 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. =- Joint Locations 1 0-0-0 7 0.0.0 2 2. 8.0 8 2. 8.0 3 3. 6.0 9 4.0.0 4 4.0.0 10 5.4.0 5 5.4.0 11 7.0-0 6 7.0.0 %FESSIONq/ 2 1/16/2007 Scale: 112" = 1' ® WESTERN WOOD VVAKNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7hbr derign b for an indivldual building component not ir=r Mimi. It hw been bored on rpeci !capons provided by the component nran(facmrer and done /n accordance with the current ,atlas of TP/ and AFPA deign standards. No rerponrlbillly is as dif- aft endlana/ accuruo, Dbnensiom are to be verified by the coniponenl rrranufacturer and/or building derigner prior to fabricullon. The building designer nrurt arcenaln that the lauds utilf e l on this Jerign -el or escred the loading trrrposed by the local building rode and the panlcvlar an application. The design unry that the top chord b laterally braced by the bottom 4 laterally braced by Eng. Job: EJ. Ch k' EC 'Dsgn r: RPS JOB#: S1580 Truss tD : D 1 TC Live 40.00 psf . Du rFacs L=1.15 P=1.15 ' roof or floor sheathing and the chord a rigid sheathing material directly attached. unlav otherwise noted. Bracing shown 6 for larerol suppon ofcomponenti nrentbers only to reduce buckling length. This componentshall not be placed to any TC Dead 11.00 pst Rep Mbr Bnd 1.00 ®FABRICATORS environ#rentshat"ill-.ethemoisturecontent ofthe wood toexceed /945and/orcausecomcclorplalecorroslon. Fabricate, handle, install BC Live 0.00 psf O.C.Spaeing 2-0-0 s, and brace this truss in accordance ,vith the following standards: 70INT DETAILS' by T-1. 'ANSI/TPl P, 'WTCA 1'. Wood True Council ofArrrerica Standard Design ResponsibiRlier,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 pet Design Spec UBC -97 _ 3700 RIEGO ROAD, ELVERTA, CA 95626 - IHIB-91) and 'HIB -9l SUMMARY SHEET by TPI. The hurl Plate lnxltule (TPl) tr located at D'Oncfrio Drive, Madimn. WLmvmin 73719. The Mr d= Forel and Paper Auociatlon (AFPA) G localed at I]// 19th Street NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf Seqn T6.5.41 - 0 Job Name: CAEcton WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: D2 Drw : BRo x -LOC REACT SIZE REO' D TC 2x4 DFL #1 Plating spec: ANSI/TPI •1995 UPLIFT REACTIONS) : 1 0- 1-12 670 3.50 1. So • BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 •26 lb 2 6-10- 4 670 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 •26 Ib BRO REpuIREMEMS ehovrn are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICSO RESEARCH REPORT #1607. This truss Is designed using the on the tevse material at each bearing ,1111 -ed an this deign meet or exceed the loading bnposed by the local building code and the particular application fie design assumes that the top chord WESTERN WOOD UBC -97 Code. Bldg Enclosed = Yes, importance Factor =1.00 TC FORCE ARL END CSI RB Mbr Bnd 1.15 P ®FABRICATORS Truss Location = End Zone 1-2 -550 0.00 0.15 0.15 O.C.Spacing 2.0.0 Hurricane/Ocean Line - No,Exp Category =B 2-3 -550 0.00 0.15 0.15 Bldg Length= 90.00 ft. Bldg Width= 40.00 ft BC Dead 10.00 psf Design Spec UBC -97 - 3700 RIEGO ROAD, ELVERTA, CA 95626 Mean roof height - 16.63 ft, mph - 60 BC FORCE A%L END CSI - UBC Standard Occupancy, Dead Load - 12.6 psf 4-5 435 0.07 0.07 0.14 Seqn T6.5.41 - 0 - 5-6 435 0.07 0.07 0.14 WEB FORCE CSI WEB FORCE CSI 2-5 105 0.05 2-1-3 I0-4-3 3-6-0 , 3-" , 1 2 3 6.0 4-4 -6.0 B, B2 6-0 1.6-0 7-0-0 4 5 6 I0-4-3 MAX DEFLECTION (span) : U999 MEM 4.5 (LIVE) LC 1 L-.0.01" D= 0.00" T=.0.01" - Joint Locations �-- 1 0.0.0 4 0.0.0 2 3.6- 0 5 3- 6.0 3 7.0.0 6 7.0.0 2-9-15 SHIP 17007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail:Reports available from Truswal software, unless noted. Scale: 1/2" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 ® This design is for an individual building component not truss rystem. It has been bared on specU?ovions provided by the component manufacturer Chk: EC Truss FD D2 - and done in accordance wbh the tomo! versions of TPI and AFPA deign standard!. No responsibility G assumed for dimensional =ce cy.. Dimensions Dsgnr: RPS . are to be verried by the component manufaclurer and/or building designer prior to fabrication. the building designer musl ascertain that the loads TC Live 40.00 psf Du rFacs L=1.15 P=1.15 ,1111 -ed an this deign meet or exceed the loading bnposed by the local building code and the particular application fie design assumes that the top chord WESTERN WOOD G laterally braced by the roof orfloor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracingshown tr or laterals n o cont f support f ponenls members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf P RB Mbr Bnd 1.15 P ®FABRICATORS env(ronntentrhatmillcause th--istureconiemofthewood toexceed 194:and/or cause connectmplatecorrosion. Fabricme•handleAnsrall BC Live 0.00 psf O.C.Spacing 2.0.0 and brace this trust in accordance w•hh rhe fbllowing nandarcls: 'JOINT DETAILS' by r -,a-( 'ANSIITPI I: 'WTCA 1' . Wood r-, Council afAmerica Standard Design Responsibilities.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 - 3700 RIEGO ROAD, ELVERTA, CA 95626 . (H1B-91) and 'HIB -91 SUMMARYSHEErby TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive. Madison• Wiscoru(n 53719. - The American Forest and Paper Association (AFPA) is located at /111 19th Street. NW, She 800, Washington, DC 10036. TOTAL 61.00 psf Seqn T6.5.41 - 0 Job Name: CAEcton Truss ID: G1 Drwa: TC 2x4 DFL #1 BC 2x4 DFL #1 GBL BLK 20 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psi live load and 11 psf dead load. Additional design considerations may be required If sheathing Is attached. [+I Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing is a result of wind toad applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. era =0-4-3 TYPICAL PLATE: 1.5.4 Plating -spec : ANSIrTPI •1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER-ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotatlonitoppling. See BCSI 1-03 and ANSIrrPI 1. PLATING BASED ON GREEN LUMBER VALUES. 1 12-0-0 { 12-0-0 A 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 3-0 -6.00 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width = 40.00 ft Mean roof height - 12.26 ft, mph = 80 UBC Standard Occupancy, Dead Load - 12.6 psf ------LOAD CASE #1 DESIGN LOADS ----- Dir L.Plf L.Loc R.Plf R.Loc LLITL TC Vert 122.00 - 2. 0. 0 122.00 0-0-D 0.66 TC Vert 204.00 0.0.0 272.00 12.0.0 0.72 TC Vert 272.00 12. 0. 0 204.00 24- 0. 0 0.70 TC Vert 122.00 24. 0.0 122.00 26.0.0 0.66 BC Vert 20.00 0.0.0 20.00 24- 0.0 0.00 -0-0 20 21 22 23 24 25 26 2728 2930 3132 33 34 35 36 37 38 t. 7.3-15 SHIP T-0-4-3 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H•' for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. == Joint Locations =� 1 0-0-0 20 0.0.0 2 2-8.0 21 2.8.0 3 4.0.0 22 4.0.0 4 5.4.0 23 5.4.0 5 6.8. 0 24 6.8.0 6 8.0. 0 25 8.0.0 7 9-4.0 26 9-4-0 8 10.8.0 27 10.8-0 9 11 .3.0 26 11.3-0 1012.0.0 29 12.9-0 11 12.9.0 30 13.4.0 12 13.4.0 31 14-0-0 13 14.8.0 32 14.8.0 14 16.0-0 33 16.0.0 15 17.4.0 34 17-4.0 16 18.8.0 35 18.8.0 17 20.0.0 36 20-0-0 16 21.4.0 37 21.4.0 19 24.0.0 38 24.0.0 7 Scale: 3116" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S1580 ® This design is for an individual building co ponenr not truss system. L has been based on spec(ficallom provided by the component ntanufwturer done in Chit: EC ' Truss ID: G1 and accordance with the current versions oJ'TP1 and AFPA design standards. No re-tpontibilityit ossunted for dir,tewional arewacy. D(mmnsiam are to be verfed by rhe component manufacturer and/or building designer prior to f brication. The building designer must asrznain that the /owls Dsgn r: RPS _ WESTERN WOOD utiliUd on this design ulcer or -d,he loading imposed by the local building code and the particular application. The design osswnes that the fop chard tr laterally braced by the roof orJloor sheathing and the bottom is laterally braced by directly TC Live 40.00 psf DurFacs L=1.15 P=1.15 chord a rigid sheathing material attached, unless otherwise noted. Bracing show(sfor lateral support oftWonems membes only to reduce buckling length. 77ILimnipanemihallnotbepl.cedin=y TC Dead 11.00 psf Rep Mbr Bind 1.00 ®FABRICATORS envirenrttent thatwill cause the ntotrrurc content ofrhe wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle. install BC Live 0,00 psf. O.C.Spaeing 2-0-0 and brace this truss In acroNance with rhe following vandordr: JOINT DETAILS' by Tiurt el, ;WSI?PI 1; 'WTCA P. Wow/ Truss Council ofAtnerica Standard Design Responsfb(llt(es,'HANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -91) and 'HIB -91 SUMMARYSHEET by TPI. The Trutt Plate Imillute (TPI) G located ai D•Onofr(o Drive, Madison, Wisconsin 33719. The American Forest and Paper Association (AFPA) B located at 1111 19th Street, NW, Ste 800, Washingto k DC 20036. TOTAL 61.00 psf Seqn T6.5.41 - 0 Job Name: CAEcton e- ng mpor --I e oval building rode and the particular applicallon. The design assumes that the top chord .laterally braced by the roof or/foor sheathing and the bosom chord. laterally braced by a rigid sheathing malerial directly attacher,, unlessotherwise Truss ID: G2 Drw : BRa x -LOC Rano SIZE REO'D TC 2x4 DFL #1 Plating Spec: ANSUTPI -1995 UPLIFT REACTION(S): 1 0- 1-12 176: 3.58• 1.89• BC 2x4 DFL #1 THIS DESIGN JSTHECOMPOSITE RESULT OF Support t 416 2 23-10- 4 176: 3.50• 1.:9• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 -4 ib BRG Ra0VI1tEM TS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. This truss Is designed using the on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. BC Dead 10.00 psf 3700 RIEGO ROAD, ELVERTA, CA 95626 Bldg Enclosed = Yes, Importance Factor = 1.00 TC FORCE AXL BUD CSI Truss Location = End Zone 1-2 -2539 0.05 0.63 0.67 TOTAL Hurricane/Ocean Line = No, Exp Category = B 2-3 -2220 O.OS 0.63 0.67 Bldg Length - 90.00 ft, Bldg Width - 40.00 It 3-4 -2220 0.05 0.63 0.67 Mean roof helght - 12.26 ft, mph = 80 4-5 , -2539 0.05 0.63 0.67 UBC Standard Occupancy, Dead Load = 12.6 psi BC FORCE ARL END CSI 6-7 2168 0.35 0.21 0.56 7-8 1433 0.23 0.21 0.44 8-9 1433 0.23 0.21 0.44 9-10 2168 0.35 0.21 0.56 WEB FORCE CSI NEB FORCE CSI 2-7 -576 0.15 3-9 780 0.34 3-7 780 0.34 4-9 -576 0.15 1 12-" 1 12-" i 1 2 3 4 5 6.0 4-4 -6.0 B1 2.5-4 B2 -0-0-0� -0 i 24-0-0 6 7 8 9 10 =0.4-3 7-3-15 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. ® This deign 4 for an Individual building componem not buss system. It has been bared on tpecfftcallont prouided by the component manufacturer Ch k: EC and done In accordance with the current verslo- of TPl and AFPA design standards. No responsibility is attuned for dimensional accuracy. Dimension+ are to be verttiled by the contponeN at nufaclater and/or building duignerpriar to fabrlcallon Me building dufg- court ascertain that the loads Dsg n r: RPS u1111zd - this dell n n tor- d th ! di i ed b h l g ¢e ee MAX DEFLECTION (span) : 1-1999 MEM 7.8 (LIVE) LC 1 L= -0.09" D= -0.07"'T= -0.17" - Joint Locations =_=_ 1 0.0.0 6 0.0.0 2 6-3-4 7 8-2-3 3 12.0.0 8 14.0.0 4 17.8.12 9 15.9.13 5 24-0-0 10 24-0-0 WE ST E RN WOOD e- ng mpor --I e oval building rode and the particular applicallon. The design assumes that the top chord .laterally braced by the roof or/foor sheathing and the bosom chord. laterally braced by a rigid sheathing malerial directly attacher,, unlessotherwise TC Live 40.00 psf ' noted Bracing shown. far lateral support of components members onb- to reduce buckling length. This contponem shall not be placed in any TC Dead 11.00 psf ®FABRICATORS envfronmenl that will cause she moisture content ofthe wood to exceed 1946 andlor cause connectorplate wrarion. Fabricate, handle, Install BC Live 0.00 psf and bracethis truer in accordance with the following standards: JOINT DETAILS' by TrurwoL AAWITPI I: 'WTCA I' - Wood True Count! ofAnterica Standard Deign Responslbllitia,'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 10.00 psf 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -9U and'HIB-91 SUMMARYSHEEr by TPL The True Plate ludfwe ('TPll.located at D'Onofrfo Drive, Madison, Wisconsin 13719. The Arnerienn Fares and Paper Association (AFPA).located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TOTAL 61.00 psf 0 Scale: 3/16" = 1' JOB#: S1580 Truss ID: G2 DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: CAEcton Truss ID: G3 Drwq: TC 2x4 DFL #1 BC 20 DFL #1 GBLBLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. 643 20-4-3 TYPICAL PLATE: 1.5-4 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607 Gable verticals are 2x 4 web material spaced at 16.0 o.c. unless noted otherwise. Top chord supports 24.0 " of.unlform load at 40 psf live load and 11 psf dead load. Additional design considerations may be required If sheathing Is attached. [*] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combinatlon axial plus bending). This truss requires adequate.sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. 12-0-0 i 12-" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 6. 0 3.5-4 -6.� This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category - B Bldg Length = 90.00 ft, Bldg Width - 40.00 ft Mean roof height - 12.26 It, mph - 80 UBC Standard Occupancy, Dead Load = 12.6 psi .2-0-0 24-0-0 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 7-3.15 SHIP 1-4 =0-4-3 OVER CONTINUOUS'SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. — Joint Locations 1 0.0.0 19 2.8.0 2 2.8.0 20 4-0-0 3 4.0.0 21 5.4.0 4 5.4.0 22 6.8.0 5 6.8.0 23 8.0.0 6 e• 0.0 24 9.4.0 7 9.4.0 25 10-8.0 8 10.8.0 26 12.0.0 9 12.0.0 27 13.4 .0 10 13.4.0 28 14-0-0 11 14.8.0 29 14.8.0 12 16.0.0 30 16-0.0 13 17.4-0 31 17.4.0 14 18.8.0 32 18.8-0 15 20.0.0 33 20.0.0 16 21.4.0 34 21.4.0 17 24.0.0 35 24.0.0 18 0.0.0 311 1/16/2007 Scale: 3116" = V WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job:.EJ. JOBM 51580 ThLr design Lrfor an Individual building component not truss rystan. It has been bared on speciftcations provided by the component nutnufacturer . and done In accordance ivfth the current versions 7Pl AFPA design No Ch K' EC Truss I D : G3 of and standards responsibility is assumed for dimensional accessary. Dimension are to be wri led by the component manufacturer and/or building designer prior to fabrlcotion. The building designer must ascertain that the loads Dsgnr: RPS WESTERN WOOD wl(hed on this design meet or Ithe loading imposed by the twat building code and the particular opplicallon. The design assumesthat the lop chord Is laterally bracer! by the roof or sheathing the bottom Lr laterally braced by TC Live 40.00 psf DurFacs L=1.15 P=1.15 ®FABRICATORS floor and chord a rigid sheathing material directly attacher!, unlw otherwlse noted. Bracing shown isfor lateral support ofcontponents members only to reduce buckling length. This component shall not be placed In any enviromnennhanvfll cause the utolslure contests of the wood to mceed 19°B and/or cause connector corrruion. Fabricate. handle. install TC Dead 11.00 psf Rep Mbr 8nd 1.15 plaie brace 'WTCA BC Live 0.00 psf O.C.Spacing 2. 0- 0 'S and this truss In accordance with the following standards: JOINT D£TA)LS' by Trunwl. ANSI?P) )', P- Wood True Council ofAnterica StandardDesign Responsibilities. 'HANDLING INSTALL)NGAND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . (HIB -91) and'HIB-91 SUMMARYSHE£7' by TPI The Truss Plate Institute (TPI) it torared or D'Onafno Drive. Madison, Wisconsin 33719. Me American Forest and Paper Association (AFPA) is loaned at 1111 191h Street, NW, Ste 800,, Washington. DC 3003Q TOTAL 61,00 psf $0Qn 26.5.41 0 STANDARD -GABLE END DETAIL 12 VARIESMATCH 1. CGw. TRUss LEDGER MINIMUM GRADE = A A CORDS AND STUDS PER TRUSS DESIGN. I= Q CGNTINGUS BEARING a REGl11REG SPAN TO MATCH COMMON TRUSS . 4-10d NAILS MIN. 8d ® 6" O.C. 2-1Od TYP.-PLYWOOD SHEATHING TO /_ 2X4 STD. DF—L BLOCK 2' MAX EAVE W/ NO.2 OR BTR ' 4x2 OUTLOOKERS. ® 32" O.C., DO NOT -OVER CUT TOP CORD © OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END --�_ SIMPSON 'A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S @ 24 O.C. MIN. GABLE. TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5'-0" O.C. SHALL BE ,PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED ® 24" O.C. .1� �CIVI1 �P � OF W_Xflf� 1). 2X4 NO.2 OR BTR -FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS a 6" O.C. 2). 2X4 LEDGER NAILED. TO EACH STUD WITH 3-10d NAILS. 3)..2X4 STRONGBACK TO BE. CONNECTED TO EACH VERT. STUD W/ 271 O TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131 "DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO- STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED ® 4'-0 MAX- FOR 130 MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING 2). MAX MEAN ROOF HEIGHT IS 30'. 3). MAX ROOF LIVE LOAD TO. BE 40' POUNDS PER SQUARE FOOT. 4). PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. " o , 0 TRUSWAL SYSTEMS 4449"N_0 FTHPARK ORIVE, SUITE 200. COLORA00 SPRINGS, CO 80907 • .(800) 322-4045. FAX:(719) 598-8463 C.0.01003160 114/01 Users of Truswal engineering: The TrusFlusTM engineering software will correctly design the location requirements for permanent continuous :lateral bracing (CLB) on members for which. it is required to reduce .buckling length.. Sealed engineering of braces, from Truswal will sings how. the required number and approxia for each member needing. bracing. In general, this. bracing. is .done by using Truswal Systems Brace-ItTM or a 2x member (attached to the top or bottom edge of the. member) running perpohdicular. to the trusses and. adequately designed, connected and braced t6 the building per the building designer bSee Aee N. sl not current version ). The following 'are - other Options (when e possible or desirable)'that will also satisfy bracing needs for individual members (no building system bracing): 1, A 1x or 2x structurally graded "TIT brace may be-nallsedofla if the only edge the member with .10d common or box Halls at . brace is regWed, or may- be to bot eedges gdsa of of 90member % of . braces are required. The T brace must the members length. 2. A scab (add-on) of.the same size and structural grade as the member comon or box may be nailed to one face of:the Member oir th may nalled;to both nails at 8" o.c. if only one brace is required, y . faces of the member if two braces ere required. exceeding 0'm n length. scabs are required for any .um of 2x6 member Scab(s) must extend a minimum of. go% of the members length. 3. Any member requiring more .than two braces must use P rp other. bracing or a combination. o f ;scabs and. "T'' braces, or any . approved. method, as specified: and approved by the building designer. pP . EXAMPLES 2. questions. Please contact a Truswal.engineer if there are. any 0;\m {OHk,tMAnwO fdtbf 1a an ew, to t .. yi ' G DIVISION -BUILDING PLAN APPROVAL Use: Date: o Parking: Landscaping: Other. Signature: U - M I FIELD :ACH FIELD O M 10' MIN. —t d Ln U'1 __' I _ - ®. _ _ v -1 9_ r I SD LEACH FIELD 7:7.;o:►dARY r 1 7o SLOPE 23 LOCH FIELD PRIMARY DRIVE WAY _ -- - ® ----------------- ---- 6 _§_ CONDARY LEACH FIELD --1---7-------------- WATER METER DRAIN ROCK �\ IN . BOX FILTER MATERIAL 2 FT. SECONDARY LEACH F ELD tF J 109.14' UILFORD CIRCLE G NOTES: EFFLUENT SEWER: Four (4) inch minimum diameter, water and of approved material listed on appy pipe materials list. Pipe must have tw inches fall per one hundred (100) feet run. SERIAL Must be watertight and,. constructed. fror f11CTPIPIITIONI POY• rnnrrafsa P\/( nlncfir, 'nr f;hcrnlncc 0 � r .— 6' 54' - M I FIELD :ACH FIELD O M 10' MIN. —t d Ln U'1 __' I _ - ®. _ _ v -1 9_ r I SD LEACH FIELD 7:7.;o:►dARY r 1 7o SLOPE 23 LOCH FIELD PRIMARY DRIVE WAY _ -- - ® ----------------- ---- 6 _§_ CONDARY LEACH FIELD --1---7-------------- WATER METER DRAIN ROCK �\ IN . BOX FILTER MATERIAL 2 FT. SECONDARY LEACH F ELD tF J 109.14' UILFORD CIRCLE G NOTES: EFFLUENT SEWER: Four (4) inch minimum diameter, water and of approved material listed on appy pipe materials list. Pipe must have tw inches fall per one hundred (100) feet run. SERIAL Must be watertight and,. constructed. fror f11CTPIPIITIONI POY• rnnrrafsa P\/( nlncfir, 'nr f;hcrnlncc -9--2060 S -.H, _ ._-6FT. -FRENCH--DOORS .... -2060--S-.H-.Q- -- - ° 5040 �� 8 FT. S.G.D. �/ ... 10 FRAME WINDOW SAME HEIGHT AS S.G.D. 3 1/8" X 9" MANTLE 24F -V4 GLU-LAM EMPERED DBL. 2X TRIMMERS LIGHT H I_ (3 1/2" X 9 1/4" PSL. 1 r,HEARTH �� 1 BEDROOM #3 N\ OR 4X14 D.F. #2) �1_ M �A O L+ O O ,� VAULTED CEILING / / SEE TRUSSES / \ SLIGHT 00 O;�O \ � N HVAC FAN LIVING RM.LIGHT I � � 0 J FAMcu E-- - I -- / HALF WALL MASTER BEDROOM 36 HIGHA_Q_ NOVER/STOVE'-2°606\ -2 1/2° CEILING LINE CLOSET�g ALLBEDROOMS MUST HAVE _ SD ClJARC-FAULT INTERRUPTERSSOLID BLOCK p p 668 266pSID CLOSETUNDER WALL n SD ___ _ I -�--- 07 ---------------- 4 a -/' \ 0SD -�- / 1 on OO an - G \ - _ D ATTIC (U —_ —_-- 3 RETURN ACCESS A SKYLIGHT -- ( O O Q� ` AIR VENT 22X30 ! — / UNDER LINE LINEN o KITCHEN 20 1/4 x 3_ / , e cu N, Z3 ,� �3 00 on TEMPERED \�\ � o N LINEN 00 p 44 I I / N to SD N \ \\ C) N c� LIGHTS \�AN - \ 2060 S.H. 3068 \1 �_ LIGH - - — — - j FAN o � , 3 I 2 LIGH O O ` I Do. O FAN OJ a00 1 D 0 U Y SUB -PANEL i BEDROOM 2 'OD < 2 Uq RY DINING ROOM cs a -- ---4" X 12" BEAM on an W�H ETAL DOOR AP . tt°' k / I A i O`ry 4050 3' // lC f 10, S'-7° 2, e SE E 12'- 5 PAGE LANDING 20 / D I 4X4 POST 3 - 2X4 POST UNDER G. TRUSS OR 2- 2X4 �9nature � � 1 FIRE SEPARATION — HOUSE /GARAGE Method 1 — Put 5\8 type X drywall on the garage r_oRA(�F' /\ '' _��_ _t 4.L,- ,....II F....., ;I--, nr c+cm umnll to mnf �4 �` i� � W �e I� �� p �� {,