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079-100-039
079-100-039 06-062£. HAYSE, SHAWN' 185 LONA VISTA, OROVILLE CONT: OWNER NSF(LIV,GAR, COV) : i• RiOYu :.I fY ��frry t E '. r'I Yr v t r}:si•t. F i�1�{' f� i ' r ` e t a.:1 r �) 1 ( it .. >+ rt g a! c Sol t �yf�i {tzt 'trt�I'h{ l3 .N - tt a I ' r yP lf�#}ii:r 01V :s tr ,,YM W .V 13{3r Flt=jL E f j&jr ifi ff r 1r TyrjSt�3 t�f ' a''3x ( F r tKt ! er'ti rr y \ y ..�y t f ► t; ij --s x rdOng ui{ �tl� 11` ��yr'i tts yt_ t� Fu; t ttit*j 4sl d r r't � , r +Afi. r�y{i� trjjjj tzi yl �t't�r��jt���i� y -sf iy , � 1 ,� f � i }•�. f `i}2;i�r �t -- - �d t iy �t f tia.'. twrt 1- a I 3tt•.a 1t 'ponyF 1 �O W St r +s tt �4 i yi"' h � [.�_ t,.•r �'' 7 y�'1� 7 }�. � c� r a� ., • t •' i � i!' i 2 Et �it -r 7 N 4 (�y�\ l x T �i {{ Yr `• � .' �f t 'hll; 'ally"! ytt � j , fr' t - i r I fA E• \ + f i Id' j I t E '. r'I Yr v t r}:si•t. F i�1�{' f� i ' r ` e t a.:1 r �) 1 ( it .. >+ rt g a! c Sol t �yf�i {tzt 'trt�I'h{ l3 .N - tt a I ' r yP lf�#}ii:r 01V :s tr ,,YM W .V 13{3r Flt=jL E f j&jr ifi ff r 1r TyrjSt�3 t�f ' a''3x ( F r tKt ! er'ti rr y \ y ..�y t f ► t; ij --s x rdOng ui{ �tl� 11` ��yr'i tts yt_ t� Fu; t ttit*j 4sl d r r't � , r +Afi. r�y{i� trjjjj tzi yl �t't�r��jt���i� y -sf iy , � 1 ,� f � i }•�. f `i}2;i�r �t -- - �d t iy �t f tia.'. twrt 1- a I 3tt•.a 1t 'ponyF 1 �O W St r +s tt �4 i yi"' h � [.�_ t,.•r �'' 7 y�'1� 7 }�. � c� r a� ., • t •' i � i!' i 2 Et �it -r 7 N 4 (�y�\ l x T �i {{ Yr `• � .' �f t 'hll; 'ally"! ytt � j , fr' t - 019 YSE HA IBP #- 06 - D 6 lua The attached envelope and 'approved plans musl Pe at the job site for. all inspecfions,. Enclosed inthe envelope are the following' -items .ZTitle esidential of Non-ResidentialConstruction Req: 24 L—eig'y-616ulatio-ns 'figineer e 'd Truss details.. �Stlructurafcalculations requirements .,DF Fire, Safe _Flood Elevation Certificate Special inspection Sheet Air Quality Management Dist. Rule 207 Form, E� , I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060628 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/22/2006 APN: 079-100-039-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 185 LOMA VISTA DR ORO Date: Contractor: Map Index: Description: NSF(1789), GAR(756), COV(473) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: HAYSE, SHAWN T & AMY M to its issuance, also requires the applicant for such permit to file a 185 LOMA VISTA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any (530) 370-0346 violation of Section 7031.5 by any applicant for a permit subjects the licant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: HAYSE, SHAWN owner of property who builds or improves thereon, and who does 185 LOMA VISTA DR such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95966 year of completion, the owner -builder will have the burden of (530)370-0346 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. 4he Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ Imam Exempt under Articlfof a Busi ss and Professions Code Date: L1 ?a- 10 b Owner. License #: WORKERS' COMPENSATION DECLARA I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: PURSELL, FRANK JAMES required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 3018 S.F. icy #: Valuation: $141,997.00 �Po YJ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, poo and agree that if I should become subject to the workers' .2A compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. KC Recd Date: Z9- 91a. ID b (^ 5-21' 0& Applicant: C) WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and one Rtc 60N 2) hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor CO code, interest, and attorney's fees. 22-O 22-000 LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the 4 Resolutions to do work indic ed bove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) rn Date: - Name: By. T�� PERMIT EXPIRES ON: Address: (Date) " ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official f rm or document of Butte County. I hereby authorize representativesofButte County to ente upon the above mentioned property for inspection pure .. Print Name: otV_JA S Signature, c1 D ID Date: - , W Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 JUN -08-2007 03:36 PM LOAPUD 5305331750 P.02 PERMIT NO.. 36-06 Lake'Oroville Area Public Utility District. 1900 910n Street MOVE= CALIF'ORM A 05966 (590) 599.9000 •' DISTRICT APPROVAL AND VERIFIC; OF BUILDING SEWERS INSPECTI This verification. form must be submitted to the Butte County Dept? Department prldr'to.Issuance of a building or occupancy permit, whit Prior to final approval -of a Building. or an Occupancy Permit by Butte form, signed off by Lake Oroville Area Public Utility District, must be st Date: April 27,• 2.006 Applicant: Shawn Hayie Applicant Address: 185 Loma •Vi®ta; Oroville CA 95.966 •Applicant Phone No.: (530)3701-0346' Property Locetlons(s): 185 iiia Viota Oroville CA. 95966 . Copley Acres I,ot• 5 A.P. No. (s): Fe®s due: 079--100-039 All. feas paid as'of. 4/25/.06 Now singld family.:®MAlling: Application. for service. approved: PUBLIC Inspections) matle and succsssful tests) observed: Location: F.2r By: Lake Oroville Area Public Utility. District role se to chose permit: Date:... -- A-0 0 BY. ®- In Service 0. - Locked Out White.- Cwfomer Green, - O/Ifl eAlM/ Yellow - CuabmerRne/ of Public Works Building is applicable. a copy of -this verification* d to Butte County. I DISTRICT _ ate:G`G-2ol�� = FM frna/ Gold -FOS UN -+-?-7l-� I(n t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 591-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds wi p #0 0-2n ,2n "PLEASE PRINT CLEARLY* . OWNER INFORMATION /t S Last Name JA " f'� `j irst NameC Q� N ,J Address V A ' MG i,A-0, City Stated A, aS�' b Phone 5 O �--+o Fax 5 3L4 la�i E-mail J ARCHITECT/ENGINEER CONTRACTOR Name v,1 I e r Address City iOCd v i (Lo— City Pc, State Zip Phone State L�Onsg Number Fax E-mail Planner Uc. # Class ARCHITECT/ENGINEER Name e Address a3o g '. n JR a �u�.� !� City iOCd v i (Lo— Statg- AT Pc, Phone,,,,) Fax 5u E-mail State L�Onsg Number APPLICANT INFORMATION Name aM� Address City State Zip Phone Fax E-mail A,jePLICANT SIGNATURE X For office use only: Zoning A—RI Flood Zone Cross Street �6eeFLU0b SRA 1(7es j No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: M 0�2la PERMIT NO. BPOCod BIN # 6' PROJECT LOCATION AP#6b,0�' fiPM ©-�,q- ! o(o--o3a Property Address Cijt( f Cross Street �6eeFLU0b WORKER'S COMPENSATION - Policy Number Carrier �OCPAP- f`S 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 G Description or Scope of Work: JCI --+S a (' V_COV T73)_ Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L, K•\MPRH \R1 in nimr-, FrIRMC\RlrinAnnlCnhRnmtc rinr. Paoe 1 of 2 Received by: Amount: Receipt #:1`tq G51A QKeck:L� Date: 3-21- O ' 20 M SRA Sheriff m 7 Other Total RFV 8-12-05 V SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fred plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form . ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ .12. Sanitation and site plan approval from the Environmental Health Department. . If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 8PO C�bCo2S 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: 07 —1 — 100 - {�V N ASSESSOR PARCEL NUMBER QJq Proposed Building Use: 9SV Permit Technician: ,� ' Date: J-ZI -0(b Items required in order o apply for a permit. All boxes MUST be checked OR marked NA in order to apply. VjVJ 1. Site plansQor 4 sets, signed by the preparer of the plans. A_X 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans th 3. Engineered plans,r 4 sets, with wet signature on plans ANi02 ets of stamped and signed calculations. INI" :,.4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. �12' 6�~Energy 5compliance design and supporting documentation in duplicate. 117. Statement,of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. V 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. 'Other ''4� •.. , , in inin tems needed to issue the permit. (May require additional plan review upon receipt of the following items.) -�❑YR�1 San tation-apA site-otan-aemrGval-frermthe-ERvirenmentahHeatth-Beeartment-inZLhico=roville-as-anniieahle LO ❑ Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or.Engineered Foundation required ........................................... _ ❑� ,1� 18. Erosion Control Plan Required....i.................................................................... Wi• ; iA &Fees as shown on the attached Schedule of,Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit ....................... 21. Site plan and business license approval from the Chi Y of Biggs .......................... P�L California Department of Forestry plan apps a paid. Sent by: .........Planning approval for (A) Use: 6 (B) Parking:(C) Parcel Check:, ❑ 2 . Contact Land Development about _ Improvements, _ Drainage ........................ _ o/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... NPDESForm............................................................................................. 7. Encroachment Permit for driveway from the Public Works Dept ........................... ontractor's license information. um er, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... SN 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... f o 11, Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ................................. 0 3. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................................:............... 11-4 1 ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... Other: nra nl - Proof o fA.ft, 0 037. Other: When issued Telephone �' S 4-0 - © 3 LJ 6 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: � • a I, n b 1. Index pe'mai4p "con fort a abo ite umbered: Plan Check Lett 2. Additional items re d_ Contractor, designe ner s advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data .by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve ata by ❑ phone, ❑ mail, ❑ cou er, by Date: Plans reviewed by: c, Date:. Plans approved by: Date: % 06 Structural reviewed by: Date: -o6 Structural approved by-: Date: _ ' 1 ,D,& Note transfer by: /�/ Date: Z °— Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner tif>m 4PYSE APN No: 079-100-039 Application Date 3/21/2006 Permit No: BP 060628 Permit Type: NSF DWELLING 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Areal Building Inspection $109.98 NON-REFUNDABLE nortion of fees due at annlicatinn $2,713.16 $1,085.26 $1,627.90 Balance of Building Permit Fee 0 95.00 $204.98 $109.98 t1 1'Rn 9R` FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,290.24 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT ( $5,838.97 RECEIPT DATE Tech/Asst W %g 3/21/06 Ko� t Balance of Building Permit Fees (from No. 1 above) • 5 6 7 7a 8 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: ` MYAI; I rttb - KtSIUtN I IAL' Applications After 2/14 Per Dwelling I SFD u er Dwelling MFD Per County 1 4096.871 3071.14 Chico Urban Area 5372.091 3995.45 EI Medio Fire District 3128.311 2297.77 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 7938.53 6757.08 ..�� R-1 0 8031.53 6850.08 R-2 7541.53 6360.08 R-3 6780.53 5599.08 Processing Fee is automatically added to impact fee total 1 9 WATER TENDER FEE INot collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* MH 3117.43 4889.56 2326.36 7633.49 7726.49 7236.49 6475.49 $100.00 $200.00 10 CHICO STORM DRAINAGE 770 Butte Creek MASTER PLAN 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek New construction, vacant land, on 1 acre or less - 774 775 Undo Channel SUDAD Ditch Enter 1 or less acre value 776 Mud -Sycamore Creek 777 PV Ditch 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have-not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. 792 139 "W "SEW11mr IN . I9 RECEIPT DATE Tech/Asst $4,196.87FK L $6,0701 RECEIPT DATE Tech/Asst $8,603 I PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check I is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* I Oroville Elementary 091 'Wrt 7 12a RECREATION DISTRICT FEES* Oroville Y1 1 .1.IIvv f At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: J 1 .0(0 Pursuant to vernm de Sect n 66020^are hereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date o of the porject or from—th0impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 . BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION PORK FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel NumhPr (0 Property Owner (s) Project Location 0 Subdivision Name Building Pen -nit Number Assessable Sq. Ftge X ` Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Building Dep ek Npresentative Date ❑ FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: �Y�cawA ALA �15e �Sso1 3 �O' 03 16 ApplicantName Phone Number t% / DM �� ��� �`.((�2 GA- a5 96� Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative per unit for a total of $ f Ut.• U-0 per sq foot for a total of $ Receipt No: 00-0 13 RECORDING REQUESTED BY Mid Valley Title & Escrow-� mnany AND WHEN RECORDED MAIL TO: Shawn T. Hayse and Amy M. Hayse 2031 Campbell Avenue Oroville, CA 95966 2$t.5-007474 RecoreeU i REC FEE i0. 00 ;rufriciai Recoras i Tk 49.50 County of i Butte l 09011ACE i. GRUBBs 1 County Clerk-Recortierl i i 5i:1 09.06PM 09 -Dec -200, 1 mage 1 of E Space Above This Line for Recorder's Use Only A.P.N.: 036-600-039-000 File No.: 0403-2192979 (MM) GRANT DEED The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $49.50; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ X computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, unincorporated area; ( X ] City of Oroville, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Steven L. Holly and Janice O. Holly, Co -Trustees of The Holly Family Trust dated June 14, 2001 hereby GRANTS to Shawn T. Hayse and Amy M. Hayse, husband and wife as joint tenants the following described property in the City of Oroville, County of Butte, State of California: LOT 5, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 1, 1963, IN BOOK 30 OF MAPS, AT PAGE(S) 38,39 AND 40. Dated: 12/07/2005 The Holly Family Trust d June 14, 2001 Steven L. Holly, Co-yfustee Jan(Ae O. Holly, Mail Tax Statements To: SAME AS ABOVE BUTTE COUNTY SCHOOLS IMPACTTEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P.Number Un�- V 17 V Jurisdiction:' -city FX----lC'ounty Property -Owner Property Location/Address Subdivision Lot No. ......................................................... Residential DevelopmentE:Sq. Footage No of Addition/ *Supplemental to Living Mobile Home (Group. R) Units Installation Conversion Permit # .(No foundation inspection ....................................................................................... orn mercial/Industrial .2 New Addition Building Department District Identification No. --I � In 0% Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), _S.q,.oFootage (Including Exterior Roofed Areas) Date —School District certifies that (A#plicant) Q (Street Address) (Phone Number) (City) (State) (Zip Code). has complied with the requirements of Resolution No. —0 by payment of $ representing square feet., FBi2i9i26 $ IFULL MITIGATION School District Paid by Cher* # \- Remarks: O i q cz —o 6 L Date You nay protest the Imposition of the few Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the dots fees are paid. Fallure to submit a timely written protest will prohibit you *orn.challenging the IrnposMon of the fan In any court action. If, subsequent to the School District Representative stgning oft Butte County Schoob impact Fee Cermcmdon Foran, the School District is nodfled by the applicable Local Planning Agency that this project Is being ravlswed under the C&Wwnla Envlramwntsl Quality Act (CEQik), this project maybe subject toadditional school flass toftdly midgets Its• ' I Non the school d~s schools. White (school district), Yellow (building department), Pink (applicant). ftelmmift (305XIMm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0022018 Recorded I REC FEE 7,00 a Official Records I County of I COPIES 2.00 Butte I CANM J. GRIIMBS I County Clerk-Recorderl I I KL 02:24PM 0j11 -May -M I Page 1 of 1 IIIIINIII�'I"IIII"ItIII"III'�I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: qq Lo* 5; aj\— 4 cv. Tau►n ^�,��ple.l �,creS Sub CJ�J1S�p.Aitl Date �. a6- 0 (0 PROPER State of California County of Qi u.)Ap— OWNERS: On tk t<ti W�before me, personally appeared personally known to me (or proved to me on the basil of sati factoryevidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that4e4Wthey executed the same in,I:WNorK/their authorized capacity(ies), and that by hisffner/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 al. Signature Seal: KEVIN FEUERSTEIN NCommission #1449625 -9P bl' C 1'f A.P. # �3IJ A9 (3 - 01 q 0 79 —/ � —d 3� o Notary u is - a i oma V Butte Counttyy My Comm. Exp. NOY 04, 2007 4 ]1L'- On 1L'- I tit"t6�9�1 ;6I�I;iG c�1a►l� t 3o Vilwoj I sfiu3 i 2�wn8 .L 3�ti.�l ins o�sA-tf�s13 V r.! of 1 ix I 1 to 1 spaa 1 3995-10-1 WIA:M �t41Nflrl t, Ns9 ; ut. Pp�rnnEi�r �OT7 Department ®f PublicTAT®rtes 0 O 0 C o u n t y o f B u t t e o C 7 County Center Drive p Oroville, CA 95965 U14' y J. Michael Crump, Director (530) 538-7681 (FAX)538-7171 �QUc wo�� Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 7rco -S9 Building permit # Owners Name: Owners Mailirig Address; /6-5- L-anlw 1/1; s tm n Property Address: ENCROACHMENT PERMIT ACCEPTED-. PERMIT NUMBER: ' 06 D q 53 ENCROACHMENT PERMIT EXEMPTION' Reason for exemption: Not a County maintained road [] Existing driveway conforms to County S-31 standard Other Approved by _ fro . Printed Name Title �� �% � 0 A Date S � o� SOAN A.iNrloa CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT aslfis 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 cOO6-0022018 Recorded I RBC FEE 7. Gd. Official Records i County of 1 COPIES 2. N Butte I COITAFEL J. GRU'BBS I County Clerk-Recorderl I I KL @2:24P,4 01-11ay-2005 I Page I of I IIII ��I Ili I II�� I Ill ISI ISI I �� 111 I!I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LcJV 5 , a;` . 1 Y/�cl.. ;,ry CM e 60� Date �. ab ' (0 b PROPER State of California County of 9 Nile. OWNERS: On _j\,;t<ti WN't, )"a A-, before me, personally appeared !�:ha,,,,��aytS� '�,,��� M. �n �Sa. personally known to me (or proved to me on the basil;` of satisfactoryevidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that 4*A4Wthey executed the same in 161h their authorized capacity(ies), and that by hisftner/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 al. Signature Seal: KEVIN FEUTSTEIN 11, Commission #1449625 n A.P. # oA(ol -60Q) - 0 3 0( CL V Notary Public-Calitomia rn Butte County My Comm. Exp. No . 04, 2007 )lL' r d SITE PLAN REVIEW APPLICATION Date: AA -c 1 2 AP# tl!) 77– lo -0 —O I Permit Number (if applicable) c– 66 Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Zone: OW Residential GP: C�/Z 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 ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Other: Brief Explanation/Issue: DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date 4-lfV 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: x • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning:_ 4: 2 General Plan: (-,Cb q 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 2e.)� Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: 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: - / — 1263 Lot: J.— Book: j Page: V0 3 Of the IoM fnabcbd within QOPLEY lSp4£S 9/BOl✓/SA9N, as sMwn m Me ainered mop, and &InE cawry TITLE comPANY, o arpaahin, as rrustee ax*.- a Deed of 7h w died May 7, 1963 ad reaovded ✓sine k7, I9Gi n Bast at B.ero Corney Of/ucasl Recpv& a pogo , ab hereby cerlily that we are the &* persom ,hare oa•.g is r carry to pens abor title to wit bad and we carmsrd b Her O'Ha7raar7 and maa ob/mn of said rvp as shown wWn the coded bcvder toes Ile ala lar oedWtinn b gbk Tse fo-Canty land greases Low visor ORNE IcArHER CIRCLE AAVLWA CIRCLE, FA/RMLL DRIVE, AWREL CHICLE OEERREYJD G0•VE,.-FliJN.T,ER_' OH'VE, odd AgZROSE DRIVE lying within We oakred bordr loss as snesm on the &vexed nxgt We ossa offer for dMicabon for public use, and do hereby drdicnle for smedfr purposes, the fdbwing: (o) ROM; ly way and Easements & wale-, gas, sews, aid dv.MpPes, and fa overhead and a»W pvvd wins for ehcfric and tehephate service, bgdber with any ate art m Aneizo ces Werbining thereto, a,, per, and wide- Mase sops ofhand lying between the Ter and /a si* A. of A& oil Ate tines des/groled "Ala IC UTILITY EASEAINT LINE. (b) fawned for AgAt and dr over those ships ofbai y/ng belren, ft Amt and/a s(* Ants of kers mai Its Ines slwn Areon aid o "SE7BACff LINE, sold strips to be kept/ [pen ad Are d bddngs (c) Eosanenl for pry wrens ad onaAaroges exlevding 20 feet from ft center- lines of tnsawnts referred to n (a) above and five feel h "wrd1A, of Hae bo71107 VOW hereon by symbsrs E G. r"' 'dr BUrrE Ca kyry r1TLE COMPANY, a corporation By Vice piesdenJ STArF Or C4LF0RV/Ass Cowry OF BUTTE , Cv, this 25 day ly Juc�L_ 1963, before me Eowrvto R.Ve,r r,r o Naar), A611c /a a,d for Me County of BNJe, personally gg2sved E G. COPLEY Anam to me to be the pasan whose now s wubscrtw to the faegahg .., certificate ono, ocknowkdged to err /hot he executed the same. hblay� . `r;s�G•��Ay cxra5s2x, expxes J.vv. a. /V& STATE Or C4LISO-6VI4 Jss COUNTY GF' BUrrE / r On llydoy d,3L/�U— 1963, before me LL's? ✓'r9 1;94 ./No<pN a Notay Hrbhe h aW for ted GbwdJ• of Butt persxn✓fy aq� IAL AM ' *mm to me to be Vice Rrsi*nt of fuer c&i9 rY 77TLE commNY oavpaa/ir, Mich executed the IbTyarng cert/rrcale ate is town to me to be Hae persm who exeaded the erbfbme an behalf at Me wrrE OX4VrY TI7LE CaVMNYnned Meren, ad acknpdeoyed to me Hot war Caporal/an executed Hae soma. �+ C✓ lli aAblo )Pu AA;66 ''�� �'//JJ :r Mycammiss/m expmsG��l�a��.y' .•.;tx4vi;. /, FH. SEELY ✓R., AODf70R al the Ca#VrY OF WrrE, Shoe of Ca/iAr»io d7 hereby certify that Mere me no Am liens ogonsl COPLEYACRES 9/BONL�/ON as herein set lath, or anpaid Sate, Deny, 4"Cipal, of Local Aires, or special assessments collected as tares, except taxes a speab soots norot paJ•abb Baas a asessmd,ls wfl✓d, OB a A¢n &ht not y81 b/e l estimate M be in Me mnormt of fgy, F.H SEEITY:•LR Jy ALdibr WAL rER B. ORMI£S, da hereby certify M&&" a Regaiered C- Engineer ly the Slate of Cdihmla, that the amexed maPof7bOgEY ACRES 9/80/14/s/ON carechy mpesenls p: t #6*wdzr my svpervitian in May, /963, that i7 is A•re ad tarp 'ifml rnpwnn/s sfwn Hereon exist ardar of Has di"CAY and OVp7aris shim and ore suffhdent b ermrx ble ft svey to be - WALTER '@ CR/MES Regateved Civil Ergmta Ata 7294 /, W. F CHAN, DIRECTOR OF PLAANOVG of the PLANNING COMMISSK.IV or THE COUNTY or avr7E Able d camarnv, c herby certify Mal the aimmd fund mTa of C0AEYA0RES 9.8 MSON ttvYanrs ' 9,6slonhol/y with Mestdiism design sAown ai Me lent hve mLp wh/ch was droved by MIs cmmasswn an April 10,1963. ' WF. CHAN Director of P,bnning R. P. O'N£/LL, D/RECrOR OF H%BL/C WORKS of Me Oa#VTYQr 6UrTE, Stile of Gdifania, do hemby car ily hot shave examined the Hrml mop o1 COPLEY' ACRES 5UBDIV1510N that it a substantially /As same os ogxored an the renlolive Map on file and any approved ahevl/on maim; /ho, ad the pro&,/ ns of the .sr/B Dahl mAPAcr of Me Statutes of Cobtanm and any /dao/ ordnances applicable at the Hine of gyomvd of sod reda*m Mop herr been complied with end l am .sdttsfrtd Mot the mop a taftwy carrect: � f P. /L L, Oxrdor of R&C Haks County ly Butle R.C.E. Na 6696 a - 3F ! E.G. CCi°LEY a sirg/e man, os purer I do hereby Cerfify Moi an the 30 -e' day ot0-z- ,/964 hY BllrrE CaevrY BOARD Or gAmvSi7RS ofrcw& ofr'% mop of GOR EY ACRES SU8DIVIS0N ' 77ae recw of saftfaetay security in h5e Atdihvs eslfm7Jed araxn of FI/tib ro karum payment ly lays whin am o lien, but rd Jet poyaas * workrpwfedged. LOMA VISTA &W VE, HEATHER A CIRCLE, VMR4 CIRCLE f'A/RHILL DRIVE, MORREL CIRCLE, DEERWOOD DRIVE, : 'HONTERORI✓E'are AlnROSE O47VE m shown an soli map aid a7aed for o@dmotaas for pdi/c Lee went occepled M be 4 f'of Me public for aunty modprupmes Canty C/er i„''. by Deputy Recorded in the aftce of the REAORDER OF &IrrE CO✓VrY, Stale of Colifom/o, at,the request ofsfiTTE`CO%%t/e Ca JAisL doyly 49 d= S" ar/ock F„ M., in Mop Book_ and_- . , Seem! Na .? --j Rqf. aEiz� d/!L.P.I.- Carly Recorder COPLEY ACRES SUBDIVISION A PORTION OF THE EAST HALF OF SECTION 22, T.19 N., R.4 E., M.D.B.SM. OROVILLE, BUTTE COUNTY, CALIFORNIA ' OWNER a SUBDIVIDER E. G.COPLEY SCALE ra00' ENGINEERING OFFICE OF WALTER a GRIMES R.GE. 7294 1338 MANGROVE AVE. CHICO, CALIFORNIA JUNE 1963 3a SO/°00'00°W P251 29' 3e, —•39 R —LIC UTILITY E•� 47 I � `g. • D•Dx°9'2) / 0/EN LINO 46 • t DLa�OJO � j � \� � • - }}yyam� •P 9ay� 45 qRB' .. s4omsar 00 .6j4� vb�''�• �s 119 .R .a . ' � � db• � 8v ft 01 T.e+'i Dom °' ffi 120 �/ g 6�9r e' �o n• Jlv_ ,� .o .( o L•Izs.56 m �,Ea 2 / /'''• a 1 'o xx °•.6'+ 8° 121 $ �61�•P 8J IIBL sl••yy,,°5iP°.•N°s u _ FEAtHFR •0 d 122 117 •G ', 42 -I °° 6j9 45� P �6. • D•M152t�1 b L 23.01 w LOCATION MAP' r $, yM1b�C° •eM1p� P°5�B° es 1 u - SCALE 1"0 ML i 116 ° o'o , Y K• °� .tm4 j9. Pcn'�M1°�a I Its Ss, \\... NOTES° i 398,4 �. sT�„� IIS D'�p>f1�,6 ••+It� � - i lzz aa� \ THE BASIS OF BEARING IS THE EAST LINE OF LATS 280 THROUGH L,x4 °� yri t°' vi3•�' 19 OB30 283 OF THE OYILLE-WYANDOTTE FRUIT LANDS UNIT N0.6 SHOWN i "`��/ �+ �, •9°�,y P' q 'v�29 dol�s'zt I p 41 �\ AS S 00° W ON THE FILED MAP IN BOOK 10 AT PAGES 3A•4A•AND 30. yPY516°�..ae ca wbv0 114 .W' _ Jiri e V 9°52' .soon �. ® 4 _ e TOTAL ACREAGE - 77.862 ,z aJ 113 4 I o `g w ob ^ ! n 5° s0 J5 v r k ,es?% • TOTAL TOTAL ACREAGEAGE IIN LOTS 63.2 i ,p4. 112 .S°� P tit8 ,575,0.°° D e• ! 'L•Pi°.2a5 E N a .9° L° o° .•`PrF+2 28 8 30 LEGEND° I S 110 Np M1° I w ° o PUBLIC UTILITY EASEMENT LINE •---_ ----' i' °4.�>` 4S 1O I ,`Ami M1 SETBAGN LINE I may.; 05 epl te,E tT°�� LAMP = I •peon \ %a 39 �. TAG SET UJ CONCRETE MONUMENT MARKED RAE. 7294 ® I •Poi` , �. / s5°T �•JOe L e 3/4 PIPE SET AT ALL LOT CORNERS o ” IRON I I^' -`'j L• 5g, 51 166.0!�B' Dw'40`.0. 'ea 27 �� 31 a % h�\_ Pa.4 ,p 0o i m n `,'m,� 9 'g 20 m �`a '� s4�t M1 '°.y \ �DngTP � � > � `� 0 38 O ��• / / ' \ , s6 32 M1 J �\�,0� •� °i� � <°',� ..61'`P�a: P ,s°.05`1.xe5 �" S°\ � 4',6.0,':R6..✓4,e�°4�Y5"A°'o» I3 Bs '"l.,.m'8 1 21 ,� g,Y' �o, y!°i8'4.6''D^.`b M1�-� • •s��*;�„\ ws '°M1° ♦ 4 A eo. ,e�D.V:�.O y,;E�,P�;' 3°7 ,t , °o° \ "'oc. AIX; 041�1111/1/ 33 o Bg.. - •per LdsS�°I.\� �`� 9 ^' °.M1` 25 .p4d 40 i \ , DP'.'.s I L' e 1 \ w'y9 e•°4oa \. �' : +> �\ ,6a55 e� ^` .am2.5: LL D°'�s { e a'\\ �• q' COPLEY ACRES \ • .Pi D`546°6 ' m 4 ` eA� O� °2 .° ��a �•`�° w'R SUBDIVISION 1 6�.• . .v ♦ .•23 29 _ x° 35 \ J� ' \u m.Aq b 0. - I - ._:! rY 110'- �.�Z i ^R+^ r.��:a.. N .•� Z 1'' __. IY' t N O � "w a 7NE AS � /LCL OF THE Ed ST NAC£ OF SEDT/ON PP. P8J5.57 6 A PORTION OF THE EAST HALF OF SECTION 22, � T.19 N., R.4 E., MA.B. SM. i OROVILLE, BUTTE COUNTY, CALIFORNIA OWNER & SUBDIVIDER Fo° E.G. COPL EY - SCALE 11400' MAY 1963 ENGINEERING OFFICE OF 1 WALTER B. GRIMES R.C.E. 7294 1338 MANGROVE AVE, CHICO, CALIFORNIA SHEET 2 O 3 SHEETS PM PYRE Ar tAmwAsr comm OE SEcl7ON PP 0 On N� _-1I1Q0_ MELRi �A "2.00 72 N �-n . PY Ns q0' PPS/.Ps' I ey 47 122 �GS.99Y.�7 a. .fey �• VbE.TY• V ivl y i�y.� . ' =N•Y4.pp pw se" i e• 89 7 - .106 _L• vi p vza 'lel• ,p 103 104 " IGS :Ey _4 ]!.O]' JO' JO' L"0 e•�flE'g3 L:9.Si .M� 4 ``i . �� �� - �,s�a' �,. �_ _� �.05JOp•J�°i ,�� ��14 COPLEY ACRES �e�iEz°s7io e,yH L.y V/STA N DRIVE E iEjOE • . ` u SUBDIVISION n iP02'q! 13 IS B 6 Ra 6 7 yt,'$�i2 8 9 Y• 10 $ • .9� 411 E65ENEN1 I6 A PORTION OF THE EAST HALF OF SECTION 22, - _ L19N., R.4 E.,M.D.B.dM N 00105'30"E tST LINE O E Peas.sr OROVILLE,BUTTE COUNTY, CALIFORNIA. SECT/ON PP. OWNER 8 SUBMIDER E. G. COPLEY Q • SCALE 1"-100' JUNE 1963 ENGINEERING OFFICE OF WALTER B. GRIMES R.C.E. 7294 1338 MANGROVE AVE, CHICO, CALIFORNIA. SHEET 3 OF 3 SHEETS PERMIT NO.: 36-05 Lake Oroville Area Public_ Utility District 1960 Elgin Street OROVILLE, CALIFORKI A 95966 (530) 533=2000 DISTRICT APPROVAL AND VERIFICATION OF BUILDING SEWERS INSPECTION This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval of a Building or an Occupancy Permit by Butte County, a copy of this verification form, signed off.by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A.P. No.(s): Fees due: April 27, 2006 Shawn Hayse 185 Loma Vista, Oroville CA 95966 (530) 370-0346 185 Loma Vista Oroville CA 95966 Copley Acres Lot 5 079-100-039 All fees paid as of 4/25/06 New single family dwelling. Application for service approved: PUBLI .Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: ❑ - In Service ❑ - Locked Out iL' L]i\i'iL"1 DISTRICT Date: White - Customer Green - Office Fina/ Yellow - CustomerFinal Pink -FOS Fina/ Gold -FOS Butte County Department of-Develop7jentSezvlces °6urr�° 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 andlor well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e 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: 'S�Vj (1 --�0.r1 SGS APN: 0 0 " 0 3 q� Building site address: LD(Ma i ��ct Permit No.: Q) �� O b a.'� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced -building permit application and my signature below: "REEFICANT DATE QP,RTMEIIIT ;�U.rT�o��, Department of Public Works /'�°`�' �'� C o u my of B utte I{ ° O OLAND DEVELOPMENT DIVISION O o / Michael Crump, // Storm Water Management Program y h Director 7 County Center Drive \� �V N� Oroville, CA 95965 A�@LIc WoP)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: 07ke( 10 ' 0 '� Q By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that . contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: � • ay DID Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development - Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty-net/dds OWNER -BUILDER INFORMATION Dear Property Owner: M An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party, of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on 611 permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit andprotection: o If you.employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers" compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact.the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a. licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=Building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Atm 11 1 -0 Scott Rutherford Manager, Building Divi NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. . Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to. provide the rior labor and material for construction of this proposed property improvement:' YES [ Y ] NO [ J. 2. I HAVE [ V ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: ADDRESS: PHONE:. CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/48004 California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements FC Permit# d(t, - C"'g I D Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 T information will be provided when the final inspection is completed. 1 1273.10 Driveways R [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public 1` Resources Code 4290 roadway requirements. Pq (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E 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 T T turnarounds v 1273.03 Roadway Grades I [X] The grade for all driveways shall not exceed 15 percent Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. R 1273.04 Roadway Radius i [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. E Pq (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. M 1273.05 Roadway Turnarounds Pq Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum E turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the -17' shall be a minimum of 60 feet in length N 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. y T S Revised 02/28/06 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [N (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [XJ 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 minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 , If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 03/22/2006 Date Revised 02/28/06 Darren Read Fire Protection Planning CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title. . CUSTOM HOME Date..03/21/06 11:21:33 Project Address........ 185 LOMA VISTA DR. ******* --------------------- OROVILLE *v7.10* Documentation Author... MARTIN ALVIS ******* ; Building Permit # M & T Energy Analysts P.O. Box 534 ; Plan Check / Date Chico, CA 95927 530-899-8532 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ----------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM CF -1R User#-MP2308 User -M & T Energy Analysts Run -HOUSE ----------------- : Energy Use (kTDV/sf-yr) ----------------------- Space Heating.......... Space Cooling... ..... Water Heating.......... Total ENERGY USE SUMMARY = Standard Design 36.41 30.90 22.88 90.19 Proposed Design 32.10 30.52 21.12 83.74 Compliance = Margin = 4.31 = 0.38 = 1.76 = 6.45 ** Building complies with Computer Performance *** HERS Verification Required for Compliance *** s = -y`f' --- yam!-----��--�---------------.--.----.-.-.---.-.-.-.-.-.-.-.-.-_--,._--j �y----' GENERAL INFORMATION ------------------- HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type .':....... FuelType ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Required 1789 sf Single Family Detached New Propane Front Facing 90 deg (E) 1 1 FullYear Raised 1 16215 0 sf Floor cf 16.2 % of floor area 0.42 Btu/hr-sf-F 0.42 9.1 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title........... CUSTOM HOME Date..03/21/06 11:21:33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM CF -1R User#-MP2308 User -M & T Energy Analysts Run-HOUSE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap -------------- ----- ------ ----- ----- ------------- ----- ------- ---------- Residence 1789 16215 1.00 6.0 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ------------ ----- ---- ----- ----- ----- --- ---- --- --------- -------------- 1 Wall Wood 27 0.069 21 0 90 90 No IV.9 A6 GARAGE 2 Wall Wood 63 0.069 21 0 90 90 Yes IV.9 A6 OUTSIDE 3 Wall Wood 66 0.069 21 0 90 90 Yes IV.9 A6 OUTSIDE 4 Wall Wood 204 0.069 21 0 90 90 Yes IV.9 A6 OUTSIDE 5 Wall Wood 346 0.069 21 0 180 90 Yes IV.9 A6 OUTSIDE 6 Wall Wood 54 0.069 21 0 180 90 Yes IV.9 A6 OUTSIDE 7 Wall Wood 303 0.069 21 0 270 90 Yes IV.9 A6 OUTSIDE 8 Wall Wood 113 0.069 21 0 270 90 Yes IV.9 A6 OUTSIDE 9 Wall Wood 144 0.069 21 0 0 90 Yes IV.9 A6 OUTSIDE 10 Wall Wood 216 0.069 21 0 0 90 No IV.9 A6 GARAGE 11 Wall Wood 30 0.069 21 0 45 90 No IV.9 A6 GARAGE 12 Roof Wood 1789 0.025 38 0 n/a 0 Yes IV.1 A18 13 Door Other 20 0.500 0 0 90 90 Yes IV.S A4 14 Door Other 20 0.500 0 0 45 90 No IV.S A4 1.5 Floor Wood 1789 0.037 19 0 n/a 0 No IV.20 A4 FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ----- ----- ----- --- ------------ ------=----------------- 1 Wind Front (E) 36.0 0.400 0.350 90 90 Standard FGLASSI/Vinyl/Wood Opera 2 Wind Front (E) 13.5 0.400 0.350 90 90 Standard FGLASS2/Vinyl/Wood Fixed 3 Wind Front (E) 13.5 0.400 0.350 90 90 Standard FGLASS3/Vinyl/Wood Fixed 4 Wind Front (E) 24.0 0.400 0.350 90 90 Standard FGLASS4/Vinyl/Wood Opera 5 Wind Front (E) 24.0 0.400 0.350 90 90 Standard FGLASSS/Vinyl/Wood Opera 6 Wind Left (S) 20.0 0.400 0.350 180 90 Standard LGLASSI/Vinyl/Wood Opera 7 Wind Left (S) 12.0 0.400 0.350 180 90 Standard LGLASS2/Vinyl/Wood Opera 8 Door Left (S) 18.0 0.580 0.900 180 90 Standard LGLASS3/FRENCH DOOR 9 Wind Back (W) 12.0 0.400 0.350 270 90 Standard BGLASSI/Vinyl/Wood Opera 10 Wind Back (W) 6.0 0.400 0.350 270 90 Standard BGLASS2/Vinyl/Wood Opera 11 Wind Back (W) 20.0 0.400 0.350 270 90 Standard BGLASS3/Vinyl/Wood Opera CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... CUSTOM HOME Date..03/21/06 11:21:33 -------=--------------------------------------=-------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM CF -1R ; User#-MP2308 User -M & T Energy Analysts Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION SURFACES HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System Exterior Minimum Refrig Charge Adequate Fan.Watt Cooling Area U- Systems ------- Act or TXV Shade Draw Capacity Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ACSplit ------------------ 12 Wind Back (W) ----- ----- 20.0 0.400 ----- 0.350 --- 270 ---- 90 -------- Standard ------------------------ BGLASS4/Vinyl/Wood Opera 13 Wind Back (W) 20.0 0.400 0.350 270 90 Standard BGLASS5/Vinyl/Wood Opera 14 Wind Back (W) 20.0 0.400 0.350 270 90 Standard BGLASS6/Vinyl/Wood Opera 15 Wind Back (W) 12.0 0.400 0.350 270 90 Standard BGLASS7/Vinyl/Wood Opera 16 Door Right (N) 18.0 0.580 0.900 0 90 Standard RGLASSI/FRENCH DOOR OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface ----------- (sf) ----- Width Height Depth Height Extension Extension 1 Window 36.0 ----- ------ 6.0 6.0 ----- 11.5 ------ 3.0 --------- n/a --------- n/a 2 Window 13.5 2.0 6.67 15.5 2.0 n/a n/a 3 Window 13.5 2.0 6.67 15.5 2.0 n/a n/a 4 Window 24.0 6.0 4.0 1.5 2.0 n/a n/a 5 Window 24.0 6.0 4.0 1.5 2.0 n/a n/a 6 Window 20.0 5.0 4.0 1.0 1.5 n/a n/a 7 Window 12.0 3.0 4.0 1.5 1.5 n/a n/a 8 Door 18.0 2.67 6.67 16.0 1.5 n/a n/a 9 Window 12.0 3.0 4.0 1.5 1.5 n/a n/a 10 Window 6.0 3.0 2.0 1.5 1.5 n/a n/a 11 Window 20.0 5.0 4.0 1.5 1.5 n/a n/a 12 Window 20.0 5.0 4.0 13.5 1.5 n/a n/a 13 Window 20.0 5.0 4.0 13.5 1.5 n/a n/a 14 Window 20.0 5.0 4.0 1.5 1.5 n/a n/a 15 Window 12.0 3.0 4.0 1.5 1.5 n/a n/a 16 Door 18.0 2.67 6.67 16.0 1.5 n/a n/a HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan.Watt Cooling Type ------------ Systems ------- Efficiency EER or TXV Airflow Draw Capacity Furnace 1 ----------- ----- 0.800 AFUE n/a ------------- n/a -------- n/a -------- n/a -------- n/a ACSplit 1 13.00 SEER No No No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 -------------=----------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... CUSTOM HOME Date..03/21/06 11:21:33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM CF -1R User#-MP2308 User -M & T Energy Analysts Run-HOUSE ------------------------------------------------------------------------------- HVAC SIZING DUCT SYSTEMS ------------ Verified System Duct Duct Duct Type Location R -value Leakage ----------- -- ----------- ------- ------- Furnace Attic R-6 Yes ACSplit Attic R-6 Yes WATER HEATING SYSTEMS --------------------- Number Heater in Tank Type Type Distribution Type System ---------------- -------- ------------------- ------ 1 Storage Gas Standard 1 Verified Verified Surface Buried Area Ducts -------- --------- No No No No Tank External Energy Size Verified Factor (gal) -------- Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type ------------- (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace -------------------- 29782 n/a ---------- n/a ---------- n/a ACSplit n/a 24181 29181 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS ------------ Verified System Duct Duct Duct Type Location R -value Leakage ----------- -- ----------- ------- ------- Furnace Attic R-6 Yes ACSplit Attic R-6 Yes WATER HEATING SYSTEMS --------------------- Number Heater in Tank Type Type Distribution Type System ---------------- -------- ------------------- ------ 1 Storage Gas Standard 1 Verified Verified Surface Buried Area Ducts -------- --------- No No No No Tank External Energy Size Insulation Factor (gal) -------- R -value ------ 0.62 50 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ** verified during plan check and field inspection.* This building incorporates HERS verified Duct Leakage. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... CUSTOM HOME Date..03/21/06 11:21:33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM CF -1R ; User#-MP2308 User -M & T Energy Analysts Run-HOUSE ------------------------------------------------------------------------------- HERS REQUIRED VERIFICATION -----------------=-------- *** Items in this section require field testing and/or ** ** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** must be reported on the CF -4R installation certificate.** This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page -6 ----------------------------------------------------------- Project Title CUSTOM HOME Date..0,3/21/06 11:21:33 -------------------------- ---------------------- --------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program=FORM CF -1R User#-MP2308 User -M & T Energy Analysts Run-HOUSE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. Name.... Company. Address. Phone... License DESIGNER or OWNER SHAWN HAYSE 185 LOMA VISTA DR. OROVILLE CA. 95966 530-370-0346 DOCUMENTATION AUTHOR Name.... MARTIN ALVIS Company. M & T Energy Analysts Address. P.O. Box 534 Chico, CA 95927 Phone... 530-899-8532 Signed. *O Ob Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Project Title.......... CUSTOM HOME Date..03/21/06 11:21:33 Project Address........ 185 LOMA VISTA DR. ****** --------------------- OROVILLE *v7.10* Documentation Author... MARTIN ALVIS *****.** ; Building Permit # M & T Energy Analysts P.O. Box 534 ; Plan Check / Date Chico, CA 95927 530-899-8532 ; Field Check/ Date ; Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inca ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM MF -1R ; User#-MP2308 User -M & T Energy Analysts Run -HOUSE ; ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only.. BUILDING ENVELOPE MEASURES De- En- sign- force- n/a er ment *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value ✓' *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls) ✓" *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor ✓ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the ' firebox WOO - b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed ,r 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual ✓� 150(8): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form ✓- 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Page 2 Project Title.......... CUSTOM ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- HOME Date..03/21/06 11:21:33 MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM MF -1R User#-MP2308 User -M & T Energy Analysts Run -HOUSE label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in.accordance with ASHRAE, SMACNA or ACCA 150(i): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5'feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A %*-*- 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space U._- 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, De- En- sign- force er ment a/ t/' MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 ---------- Project Title.......... CUSTOM HOME Date..03/21/06 11:21:33 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM MF -1R ------------------------------------------------------------------------------- User#-MP2308 User -M & T Energy Analysts Run -HOUSE UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and.support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers v 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material ✓' 7. Flexible ducts cannot have porous inner cores �G 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no, electric resistance heating and no pilot light ✓' 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. f' 3. Pool system has directional inlets and a circulation pump time switch •�- 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(1): Cool Roof material meets specified criteria �- RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title CUSTOM HOME Date..03/21/06 11:21:33 MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -FORM MF -1R ; User#-MP2308 Usei-M & T Energy Analysts Run -HOUSE ; ----------------------=-------------------------------------------------------- and have an output frequency no less than 20 kHz ✓ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as ou.tlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that ✓ does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option ✓ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) HVAC SIZING HVAC Page 1 Project Title CUSTOM HOME Date..03/21/06 11:21:33 Project Address........ 185 LOMA VISTA DR. * **** -------------------- OROVILLE *v7.10* Documentation Author... MARTIN ALVIS ******* ; Building Permit # M & T Energy Analysts P.O. Box 534 ; Plan Check / Date Chico, CA 95927 ; 530-899-8532 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-HAY1789E Wth-CTZ11S05 Program -HVAC SIZING User#-MP2308 User -M & T Energy Analysts Run -HOUSE ; ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1789 sf Volume ..................... 16215 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS - Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description -------------------------------------------- (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 13288 ----------- 6753 Glazing Conduction and Solar..... 5494 8231 Infiltration ..................... 6923 2645 Internal Gain ..................... n/a 2980 Ducts ............................ 4077 3572 ----------- Sensible Load .................... 29782 ----------- 24181 Latent Load ...................... n/a 5001 ----------- Minimum Total Load 29782 ----------- 29181 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 4601 BERNICE AVE - MARYSVILLE CA 95901 P.O. BOX 270 - MARYSVILLE CA 95901 PHONE (530) 742-1804 -FAX (530) 742-8786 NORCAL LBR CERTIFIED INSPECTION CL IN STRICT ACCORDANCE IS WITH U.B.0 2311.6 ° PREFABRICATED 06 0(aub BUTTE o4Y Bell DING DIVISION. is APPROVED A LUMBER COMPANY, INC. ! AA VWET SEALS ❑ OFFICE COPY DATE: 03/13/06 11 SHAWN & AMY HAYSE • SINGLE RESIDENCE OF T H C ST D 0 EJC�NEE5 E � ENE n ffiAT@ $ Indu@t ri@@ 9 In@ . m 0 0 NSP CGI 12 11 Z^ M M G) 0 000 Vs z z MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 h ilafek USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: hayse The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by NorCal Lumber Company. Pages or sheets covered by this seal: R20441094 thru R20441150 My license renewal date for the state of California is March 31, 2007. QROFESS/ p�`��\��R S. CID T jN�F � Q � W C 046433 *\ EXP. 3-3y-07, March 13,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss fuss ype Qty Ply SHAWN & AMY HAYSE I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 820441094 HAYSE A11 DBL. FINK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) Job Reference (optional) NOR CAL LUMBER, MAF,f5VaLE,CA aoaui 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:40 2006 Page 1 r1.6-0, 5-1-9 9-8-11 14-3-12 184-4 21-M 23-7-12 27.4-12 1. 32-1-0 36-94 42-0-0 439 1-6-0 5.1-9 4-7-1 4-7-1 4-M 2-7-12 2-7-12 3.9-0 4-8-4 4-84 5-2-12 1-6-0 6x6 = 1.5X4 II 7 1 rYA II 4x10 = 21 20 19 18 24 17 16 15 14 4x10 = 1.5x4 II 3x4 = 3x8 = 5x8 = 6x6 = 3x8 = 3x4 = 1.5x4 11 5x5 = 5x5 = 5-1-9 9-8-11 14-3-12 1 1844 1 23-7-12 274-12 32-1-0 i 36-94 42-M 5-1-9 4-7-1 4-7-1 4-0-8 5-3-8 3-9-0 4.84 4-84 5-2-12 LOADING (psf) SPACING 2-6-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.75 Vert(LL) -0.28 17-18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.48 17-18 >999 240 BCLL 5.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.15 12 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 262 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1&Btr G *Except* 17-182 X6 DFNo.2G WEBS 2 X 4 DF Std G 'Except" 7-19 2 X 4 DF No.1 &Btr G, 7-16 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 2=2021/0-3-8,12=2021/0-3-8 Max Harz 2=-146(load case 3) Max Uplift2=-202(load case 5), 12=-202(load case 5) BRACING TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s): 22, 23 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-3735/239, 3-4=-3309/286, 4-5=-2901/318, 5-6=-2950/423, 6-7=-2785/488, 7-8=-2754/482, 8-9=-2919/419, 9-10=-2874/319, 10-11=-3295/287,11-12=-3732/240,12-13=0/42 BOT CHORD 2-21=-74/3244, 20-21=-76/3240, 19-20=-18/2899, 18-19=0/1982, 18-24=0/1979, 17-24=0/1979, 16-17=0/1977, 15-16=-16/2886,14-15=-75/3238,12-14=-73/3241 WEBS 3-21=0/188, 3-20=-408/72, 4-20=0/296, 4-19=-522/104, 5-19=-408/135, 19-22=-206/1054, 7-22=-217/1142, 18-22=0/237, 17-23=0/238, 7-23=-219/1125, 16-23=-206/1045, 9-16=-406/131, 10-16=-542/110, 10-15=0/306, 11-15=-421/74, 11-14=0/192, 8-23=0/181, 6-22=0/166 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down and 5 Ib up at 21-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. I 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Continued on page 2 Scale = 1:89.2 OQ?,pFESS/pN'1 S r�Nc�F2 W C 0464a r *\ EXP,4,8'.Q; -/* 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek 3 Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 0-�/�6" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c1-2 c2-3 0 WEBS c, -q 4 3. Provide copies of this truss design to the building O designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate �,, a 3 o other interested parties. plates 0 - /ib" from outside a �,s < M 4. Cut members to bear tightly against each other. edge of truss. o " a 5. Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are c7-8 c6-7 cs-e BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ®� © 2004 Mitek® Connected Wood Trusses. Job Truss Type Qty Ply I SHAWN & AMY HAYSE Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 820441094 HAYSE �Truss All DBL. FINK 1 1 1 __,_Jjob Reference (optional) NUR GAL LUMt3tK, MAKYSVILLt,GA 95907 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-65, 7-13=-65, 2-12=-25 Concentrated Loads (lb) Vert: 24=-75(F) 6.zuu s JUI 1S zuuS MI I eK Inousules, inc. — mar Iu Iu:, ,:4u cuuo rage c A WARNING - Vertjy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Applicob ilty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Suite #109 Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrlcoflcn, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2-3 WEBS q+q 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all e * For 4 x 2 orientation, locate 6 �3 ��` 3other interested parties. plates 0 - 1/16" from outside O U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and 07-8 G6-' ° embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector laces. P the environment in accord with ANSI/TPl1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss TypePly CSI DEFL SHAWN 1, AMY HAYSE I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441095 HAYSE Al2 DBL. FINK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:41 2006 Page 1 r1.6-0 5-1-9 9.8-11 14-3-12 i 184-0 1 21-03.7_12 27-0-12 32-1-0 36-9-0 42-0-0 1-" 5-1-9 4-7-1 4-7-1 4-" 2-7-12 2-7.12 3-9-0 4-8-0 4.84 5-2.12 5x5 = Scale = 1:87.9 1.5x4 II r , 3x10 = 20 19 16 17 23 16 15 14 13 3x10 = 1.5x4 11 3x4 = 3x8 = 5x8 = 6x6 = 3x8 = 3x4 = 1.5x4 11 5x5 = 5x5 = 5-1-9 9-8-11 14-3-12 18.4-0 23-7-12 27-4-12 32-1-0 i 36-9-4 F 42-M 5-1-9 4-7-1 4-7-1 4-0.8 5-3.8 3-9-0 4.8-4 4.8-4 5-2-12 i'T 1M 00 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.53 Vert(LL) -0.22 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.39 16-17 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 260 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1 &Btr G 'Except' 16-172 X6 DFNo.2G WEBS 2 X 4 DF Std G *Except* 7-18 2 X 4 DF No.1 &Btr G, 7-15 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 2=1626/0-3-8,12=1537/0-3-8 BRACING TOP CHORD Sheathed or 3-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at A(s): 21, 22 Max Horz2=150(load case 4) Max Uplift2=-157(load case 5), 12=-92(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3008/182, 3-4=-2667/220, 4-5=-2341/245, 5-0=-2382/329, 6-7=-2247/383, 7-8=-2225/381, 8-9=-2360/329, 9-10=-2323/249, 10-11=-2665/229, 11-12=-3032/208 BOT CHORD 2-20=-92/2613, 19-20=-94/2610, 18-19=-48/2337, 17-18=0/1603, 17-23=0/1601, 16-23=0/1601, 15-16=0/1599, 14-15=-52/2333,13-14=-118/2634,12-13=-117/2638 WEBS 3-20=0/150,3-19=-326/57, 4-19=0/236, 4-18=-416/84, 5-18=-329/107, 18-21=-162/845, 7-21=-170/917, 17-21=0/194, 16-22=0/197, 7-22=-176/909, 15-22=-166/844, 9-15=-328/104, 10-15=-437/93, 10-14=0/252, 11-14=-359/81, 11-13=0/158, 8-22=0/151, 6-21=0/139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Continued on page 2 �oQRpFESS/pNgl C,�c S r�Nc�Fti IX C 0464 3 T *\ EXPA'Z-W /* March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responslblllty of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI 1. and securely seat. 1 3 0-'/,6" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate Ag,4 YC 5 �33 other interested parties. PF0 - 1/16° from outside O a v 4. Cut members to bear tightly against each other. - ' edge of truss. EL 5. Place plates on each face of truss at each joint and c7-8 C6'' CS -6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©.2004 Mitek® Connected Wood Trusses. Job Truss Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown City - PlySHAWN 8 AMY HAYSE erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Infcrmatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 820441095 HAYSE Al2 DBL. FINK 1 1 Job Reference (optional) rvvn �n� wmocrc, rvwnravi��c,i.r� ao7u i LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-52, 7-12=-52, 2-12=-20 Concentrated Loads (lb) Vert: 23=-75(F) b.LUu s JUI 13 LUub MI I eK ulaustnes, inc. Fn Mar lU lU:L1:41 1UUb Nage L A WARNING • Verfji design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Suite #109 Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Infcrmatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property N/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. 0-'/,a° 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. WEBS S,, 4 3. Provide copies of this truss design to the building O o designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate 6 0 s �,., 3 �� 3 o other interested parties. p plates 0 - 1/16" from outside o �,w = 0 4. Cut members to bear tightly against each other. edge of truss. EL 5. Place plates on each face of truss at each joint and c7-8 csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20- l , 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, BEARING SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 514:1116© 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type ty Ply SHAWN & AMY HAYSE I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441096 HAYSE A1C ROOF TRUSS 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 i I Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 Mi Tek Indushies, Inc. Fri Mar 10 10:21:42 2006 Page 1 x1.6.0, 5.14 9-8-0 14-2-12 18-5-8 , 21-0-0 25.10-3 30.8-5 + 35-" 37-94 42-04) 1$-0 5.1-4 4-6-12 4.6-12 4-2-12 2.6-8 4-10-3 4-10.3 4-10-3 2-2-12 4-2-12 5x5 = 5x5 - 3x8 = 23 22 21 20 3x8 = 3x4 = 3x4 = 14 13 3x6 = 1.5x4 II 3x4 = 3x10 = 3x4 II 3x4 II 3x6 = 5-1-4 9-8-0 14-2-12 18-5-8 21-" 1 25-10-3 30.8.5 35-" 37-94 42-" 5-1-0 4.6-12 4.6-12 4-2-12 2-6.8 4-10-3 4-10-3 4-10.3 2-2-12 4-2-12 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.18 Vert(LL) -0.03 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.05 16-17 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 262 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Bir G TOP CHORD BOT CHORD 2 X 4 DF No.1 &Btr G 'Except* BOT CHORD 6-202 X4 OF Std G, 10-142 X4 DFSlid G WEBS 2 X 4 DFSid G WEBS REACTIONS (Ib/size) 2=463/0-5-8, 12=-89/Mechanical, 21=1519/0-5-8, 13=1194/0-5-8 Max Harz 2=151 (load case 4) Max Uplift2=-81(load case 5), 12=-89(load case 1), 21=-114(load case 5), 13=-58(load case 5) Max Grav 2=481 (load case 6), 21=1519(load case 1), 13=1194(load case 1) Sheathed or 6-M oc purlins. Rigid ceiling directly applied or 6-" oc bracing. Except: 1 Row at midpt 6-19 1 Row at midpt 8-18 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-455/8, 3-4=-111/60, 4-5=0/286, 5-6=-165/118, 6-7=-294/167, 7-8=-294/146, 8-9=-563/119, 9-10=-708/84, 10-11=-333/44, 11-12=-8/511 BOT CHORD 2-23=-33/402, 22-23=-35/399, 21-22=-0/146, 20-21=0/0, 19-20=0/61, 6-19=-586/52,18-19=0/203, 17-18=0/504, 16-17=0/633,15-16=0/298,14-15=0/31, 10-15=-505/58,13-14=0/0, 12-13=-453/45 WEBS 3-23=0/142, 3-22=-349/70, 4-22=0/268, 4-21=-469/89, 5-21=-1016/47, 19-21=-267/164, 5-19=0/714, 6-18=0/371, 7-18=-86/99, 8-18=-432/108, 8-17=-7/232, 9-17=-187/80, 9-16=-06/36, 10-16=0/376, 13-15=-487/50, 11-15=0/787, 11-13=-885/63 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girders) for truss to truss connections. LOAD CASE(S) Standard Scale = 1:82.3 pFESS/pNgl S. T�Nc F2 (CO Q� F� m W C 0433 T March 13,2006 A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MfTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicabl ity of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/< *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat, or X -bracing, is always required. See BCSI1. U x/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -i materials on inadequately braced trusses. WEBSZM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate Cr �,a ,0 other interested parties. plates 0 - 1/16" from outside a V4. Cut members to bear tightly against each other. edge of truss.5. Place plates on each face of truss at each joint and 7-8 c embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°%o at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. V\/\i�®a Job russ russ ype city P y SHAWN 8 AMY HAYSE I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441097 HAYSE AICD ROOF TRUSS 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) Job Reference (optional) NUR UAL LUMBER, MARYSVILLE,UA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:21:44 2006 Page 1 F1 -6A 5-1.4 9-8-0 1 14-2-12 i 18-5-8 i 21-M 25-10-3 30-8-5 35-6-8 37-9-4 i 42-M 1-6-0 5-1-4 4-6-12 4-6-12 4-2-12 2.6-8 4-10-3 4.10-3 4-10-3 2-2-12 4-2-12 5x5 = 5x5 3x6 = 23 22 21 20 3x8 = 3x4 = 3x4 = 14 13 3x6 = 3x4 11 3x4 = 410 = 3x4 II 3x4 11 54 = 1 5-1-4 9.8-0 14-2-12 18-5-8 21-0-0 25-10-3 30-8.5 35-0-8 37-9-4 42-0-0 5-1-4 4.6-12 4.6-12 4-2-12 2-6-8 4-10-3 4-10-3 4-10-3 2-2-12 4-2-12 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.06 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.09 16-17 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 262 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-1-11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Bir G 'Except' BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. Except: 6-20 2 X 4 DF Std G, 10-14 2 X 4 DF Std G 1 Row at midpt 6-19 WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 5-21, 6-18, 7-18,8-18 QUALIFIED BUILDING DESIGNER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. REACTIONS (Ib/size) 2=463/0-5-8, 12=-89/Mechanical, 21=1519/0-5-8, 13=1194/0-5-8 Max Harz 2= 1 84(load case 10) Max Uplift2=-1148(load case 12), 12=-233(load case 6), 21=-140(load case 12), 13=-1295(load case 13) Max Grav2=1548(load case 18), 12=137(load case 13), 21=1545(load case 7), 13=2431(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17,2-3=-2476/2028, 3-4=-1679/1628, 4-5=-1115/1415, 5-6=-601/554,6-7=-479/353, 7-8=-489/342, 8-9=-1126/681, 9-10=-1517/894,10-11=-759/470,11-12=-529/1032 BOT CHORD 2-23=-1414/1783, 22-23=-135/499, 21-22=-1099/1240, 20-21=0/0, 19-20=0/61, 6-19=-876/342, 18-19=-1845/2132, 17-18=-1599/2236, 16-17=-1429/2141, 15-16=-795/1147, 14-15=0/31, 10-15=-1126/678, 13-14=00, 12-13=-725/318 WEBS 3-23=0/142, 3-22=-400/122, 4-22=-16/294, 4-21=-494/113, 5-21=-1463/495, 19-21=-2032/1929, 5-19=-356/1118, 6-18=-241/633, 7-18=-130/139, 8-18=-628/304, 8-17=-224/444, 9-17=-498/391, 9-16=395/365, 10-16=-693/1097, 13-15=-756/319,11-15=-1188/1986,11-13=-1987/1164 Scale = 1:82.3 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If �pFESS/0 porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 QQ N9 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� �R S. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. CQQ� C�� 6) This truss has been designed for a total drag load of 3800 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 14-0-0 for 271.4p1f. it C 04433 T LOAD CASE(S) Standard W.-07 March 13,2006 e WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 9561 0M I is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Numbering System AGeneral Safety Notes _Symbols PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. l)/14 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c,-zcz-3 WEBS �,, 4 3. Provide copies of this truss design to the building a:designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,3 W'` 3other interested parties. plates 0 - 1/16" from outside O a v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 G6"' c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector later. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN & AMY HAYSE Plates Increase 1.10 TC 0.48 Vert(LL) -0.13 16 >999 360 MT20 220/195 TCDL 10.0 820441098 HAYSE AIH CAL HIP 1 2 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Mar 10 10:21:44 2006 Page 1 10.2-12 -1-6-0 4-1-7 1 7-6-12 7.11 11 15-2-15 20-M 24-10-1 29-7-11 34-0.5 4-14 37-10-9 42-0-0 3-" 1-6-0 4-1-7 3-5-5 0.4-15 5-0-3 4-9-9 4-9-9 4-9-9 44-10 04-15 3-5-5 4-1-7 N0, 1:75.4 2.3-1 5x10 = 6.00 F12 4 1.5x4 II 3x10 = 1.5x4 II 5x8 = 1.5x4 II 5x8 = 5 6 7 23 8 9 10 d _ Q , 2 V a 12 it t31q 0 4x8 = 22 21 24 20 19 18 25 17 16 15?6 14 4x8 = 3x6 II 5x5 = 48 = 8x8 = 5x8 = 8x8 = 4x8 = 5x5 = 3x6 II 4-1-7 7.6-12 , 10-2-12 15-2-15 20-0-0 24-10-1 29-7-11 34-54 37-10-9 42-M 4-1-7 3-5-5 2-8-0 5-0-3 4-9-9 4-9-9 4-9-9 4.9-9 3-5-5 4-1-7 LOADING(psf) Fin CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.48 Vert(LL) -0.13 16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.21 16-17 >999 240 V a 12 it t31q 0 4x8 = 22 21 24 20 19 18 25 17 16 15?6 14 4x8 = 3x6 II 5x5 = 48 = 8x8 = 5x8 = 8x8 = 4x8 = 5x5 = 3x6 II 4-1-7 7.6-12 , 10-2-12 15-2-15 20-0-0 24-10-1 29-7-11 34-54 37-10-9 42-M 4-1-7 3-5-5 2-8-0 5-0-3 4-9-9 4-9-9 4-9-9 4.9-9 3-5-5 4-1-7 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.48 Vert(LL) -0.13 16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.21 16-17 >999 240 BCLL 5.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 546 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 8 DF No.2 G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=-531/0-3-8,20=5866/0-5-8,12=2499/0-3-8 Max Harz 2=-46(load case 3) Max Uplift2=-720(load case 7), 20=-791 (load case 5), 12=-316(load case 3) Max Grav2=150(load case 3), 20=5866(load case 1), 12=2503(load case 7) BRACING TOP CHORD Sheathed or 5-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 oc bracing: 2-22,21-22,20-21. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-355/2098, 34=-255/2471, 4-5=-417/3766, 5-6=-417/3766, 6-7=-3218/499, 7-23=-3218/499, 8-23=-3218/499, 8-9=-5069/767, 9-10=-5069/767, 10-11=-4635/709, 11-12=-5005/623, 12-13=0/20 BOT CHORD 2-22=-1886/430, 21-22=-1886/430, 21-24=-2265/383, 20-24=-2265/383, 19-20=0/460, 18-19=0/460, 18-25=-535/4754, 17-25=-535/4754, 16-17=-535/4754, 16-26=-504/4203, 15-26=-504/4203, 14-15=476/4501, 12-14=-476/4501 WEBS 3-22=0/270, 3-21=-547/3, 4-21=0/460, 4-20=-2657/389, 5-20=475/180, 6-20=-5143/667, 6-19=0/357, 6-18=-454/3443, 7-18=-606/230,8-18=-1922/264,8-17=0/349, 8-16=-74/400, 9-16=-596/226,10-16=-129/1145,10-15=01440,11-15=-323/0, 11-14=0/270 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. t porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Girder carries hip end with 8-M end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 451 Ib down and 202 Ib up at 34-3-8, and 451 Ib down and 202 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Laner_ �® Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB$9 and BCSII Building Component M iTek® Safety Informatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *'Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat, or X -bracing, is always required. See BCSI1. 0 '/,a" t 8 TOP CHORDS 2. Never exceed the design loading shown and never stack materialson inadequately braced trusses. c, -i p 3. Provide copies of this truss design to the building Cc Ir designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate ZC2,3 Acj4 �,� 330 0 other interested parties. PF0 - 1/16" from outside rL V 4.Cut members to bear tightly against each other. edge of truss. i rL 5. Place plates on each face of truss at each joint and c7-8 cs-7 cs-a embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPl1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 Y Y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for. Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Jobruss fuss ype Qty Ply SHAWN & AMY HAYSE 820441096 HAYSE A1H 1 2 Job Reference (optional) .— i. L L—.—, aoau.. b.Zuu s Jul 13 LUUb MI Iex Industries, Inc. he Mar 1u 1(121:44 Z0u6 Page Z LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-4=-52, 4-10=-126, 10-13=-52, 2-12=-63(F=-43) Concentrated Loads (lb) Vert: 4=-451 10=-451 A WARNING - Verljy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite 0109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. • and Securely Seat. t 3 1116 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C74 C2-3 WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For4 x 2 orientation, locate X �,� 3 ��, 3 � other interested parties. plates 0 -/ie" from outside O a V 4. Cut members to bear tightly against each other. edge of truss. O U a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are C7 -e Csa Css BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss 2-" Qty Ply SHAWN 8 AMY HAYSE820441099 I/deft Ud 7,,uss"ype TCLL 16.0 Plates Increase 1.10 HAYSE A2H 1 1 >3x4 10 TCDL 10.0 Lumber Increase 1.25 BC 0.28 I Job Reference (optional) u.cuu auui i�cuu�rvn, en uwwurca, u,. ru mai �u �u.c i.r�cuuo rayc � ,-1.6-0, 4-11-5 9.6-12 9-1,1,11 14-1-10 18.8-9 23-3-7 27-10-6 32-0-5 325-4 37-0-11 1 42-0-0 p 1.6-0 4-11-5 4-7-7 0.4-15 4-1-15 4-6.14 4-6-14 4-6-14 4-1-15 0-4-15 4-7-7 4-11.5 1-6-0 Scale = 1:75.4 5x8 = 3x8 = 1.5x4 It 3x8 = 6.00 12 4 5 6 7 5x5 = 8 5x8 = 9 3x4 SPACING 2-" CSI DEFL in ([cc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 3 Vert(LL) -0.08 15-16 >999 360 >3x4 10 4 11 121'1 0 0 3x6 = 21 20 19 18 17 16 15 14 13 3x6 = 1.5x4 11 3x4 = 1.5x4 11 5x8 = 5x5 = 3x8 = 3x4 = 1.5x4 11 3x6 = 4-11.5 9.6-12 10,2-12 14-1-10 18-8-9 23-3.7 27-10-6 32-5-4 37-0-11 42-M 4-11-5 4-7-7 0-8-0 3-10-14 45-14 4.6.14 4-0-14 4-6-14 4-7-7 4-11-5 LOADING (psf) SPACING 2-" CSI DEFL in ([cc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.31 Vert(LL) -0.08 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.14 15-16 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 226 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btf G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 2=-60/0-3-8,19=2163/0-5-8,11=1071/0-3-8 Max Harz 2=-59(load case 3) Max Uplift2=-252(load case 7), 19=-122(load case 5), 11=-132(load case 3) Max Grav 2= 1 43(load case 6), 19=2163(load case 1), 11=1077(load case 7) BRACING TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M ac bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-35/823, 3-4=0/1066, 4-5=0/1022, 5-6=-777/158, 6-7=-777/158, 7-8=-1444/191, 8-9=-1444/191, 9-10=-1451/153, 10-11=-1767/125, 11-12=0/17 BOT CHORD 2-21=-729/154, 20-21=-729/154, 19-20=-966/163, 18-19=-77/103, 17-18=-77/103, 16-17=0/1270, 15-16=0/1270, 14-15=0/1308, 13-14=-26/1566, 11-13=-26/1566 WEBS 3-21=0/141, 3-20=-392/73, 4-20=-9/239, 4-19=-1008/70, 5-19=-1462/98, 5-18=0/129, 5-17=-70/1176, 6-17=-238/67, 7-17=-718/40, 7-16=0/137, 7-15=-11/259, 8-15=-234/66, 9-15=-43/199, 9-14=0/232, 10-14=-286/62, 10-13=0/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OQ?,OFESSI S. GO W C 446433 T *\ VIRA---K07 March 13,2006 A WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #109 Appllcatility of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Addmonal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSII . and securely seat. t 3 0/"� TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q -z c2-3 I WEBS c3� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ci �,� ' 3 other interested parties. plates 0 -/ib° from outside O a U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7 -e c6-cse embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate e © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type ty Ply SHAWN 8 AMY HAYSE TCLL 16.0 Plates Increase 1.10 TC 0.17 Vert(LL) -0.03 18-19 >999 360 820441100 HAYSE A3H CAL HIP 1 1 BCLL 5.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 14 n/a n/a Job Reference (optional) IVUK UAL LUMbtK, MAKYJVILLt,L;A 55907 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Mar 10 10:21:46 2006 Page 1 14-2-12 0-6-0 4-1-12 7-8-15 11.6-12 11-1 1-11 18-5.8 22-7-2 26-6-3 30-0-5 30x5-4 35-6.8 37.9.4 42-0-0 1-" 4-1-12 3-7.4 3-9-13 04-15 4-2-12 4-1-10 3-11-1 3-6-2 0-4-15 5-14 2-2-12 4-2-12 1 Scale = 1:76.5 2-3-1 5x8 = 3x4 = 3x4 11 3x8 = 1.5x4 11 5x8 = 5 6 7 8 9 10 V 0 0 34 = 25 24 23 22 21 1.5x4 II 3x8 = 3x4 = 15 14 3x6 = 1.5x4 11 3x4 = 3x4 = 3x8 = 3x4 11 3x4 11 3x4 = 4-1-12 7-8-15 i 11-6-12 14-2-12 18-5-8 22-7-2 26.6-3 30-5-4 35.6-8 37-9-4 42-" 4-1-12 3-7-4 3-9-13 2.8-0 4-2-12 4-1.10 3-11-1 3-11-1 5-1-0 2-2-12 4-2-12 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.17 Vert(LL) -0.03 18-19 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 18-19 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Simplified) Weight: 245 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.l &Btf G `Except* BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 7-212X4 DF Std G, 11-152X4 DFSlid G WEBS 2 X 4 DFStd G REACTIONS (Ib/size) 13=-62/0-3-8,2=349/0-3-8,22=1708/0-5-8,14=1094/0-3-8 Max Harz 2=1 1 0(load case 4) Max Upliftl3=-84(load case 6), 2=-83(load case 5), 22=-106(load case 5), 14=-08(load case 3) Max Grav 13=3(load case 4), 2=363(load case 6), 22=1708(load case 1), 14=1121(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-285/24, 3-4=-7/158, 4-5=0/332, 5-6=0/599, 6-7=-56/118, 7-8=-56/118, 8-9=-057/145, 9-10=-657/145, 10-11=-648/101, 11-12=-312/56, 12-13=-6/461 BOT CHORD 2-25=-34/252, 24-25=-34/252, 23-24=-142/126, 22-23=-309/117, 21-22=0/0, 20-21=0/61, 7-20=-217/61, 19-20=0/498, 18-19=0/498,17-18=0/588,16-17=0/279,15-16=0/31, 11-16=460/64,14-15=-0/0, 13-14=-408/43 WEBS 3-25=0/114, 3-24=-285/55, 4-24=0/218, 4-23=-401/71, 5-23=-19/352,5-22=-719/54,6-22=-835/69,20-22=-616/133, 6-20=-27/876, 8-20=-686/44, 8-19=0/123, 8-18=-18/277, 9-18=-200/56, 10-18=-23/133, 10-17=-49/43, 11-17=0/334, 14-16=-473/50, 12-16=-1/751, 12-14=-819/73 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 42 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ;OQ�%CzpF ESS/049 S COT iNcF�2Z c� 4 m W C 046433 S L *� EX"- 7 J* , OF March 13,2006 A WARNING - VerlJy design parnmeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610� �R Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the Additional erector. permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _--� fabricoflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and SCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. M iTe k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 0-'/,a TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2-3 WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate o �,� 3 �,�� 3 ir other interested parties. plates 0 - x/16" from outside O 0- U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7-8 csa cs v embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek.20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings u1i 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Jab Truss Truss Type CSI DEFL SHAWN 8 AMY HAYSE I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441101 HAYSE A41-1 CAL HIP 1 1 I TCDL 10.0 Lumber Increase 1.25 BC 0.60 I Job Reference (optional) NUK L,AL LUMt$t K, MAKYJVILLt,L:A 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:47 2006 Page 1 14-3-12 l-6-0, 4-9-12 9-0-15 13-6-12 13-1 a-11 18-5-8 23-6-11 28-0-5 28.54 35.6.8 37-94 42-0-0 1.6.0 4-9-12 4-3.4 4-5-13 0-4-15 4-1-12 5-1-3 4.5-10 0-4-15 7-1-4 2-2-12 4-2-12 Scale = 1:76.5 0-0-1 5x5 i 3x8 = 5x5 = 1.5x4 11 5x8 3x8 = 23 22 21 20 19 3x8 = 3x6 =3x6 = 14 13 1.5x4 II 3x4 = 3x8 = 3x4 11 3x8 = 3x4 11 3x6 = 14-3-12 4-9-12 9-0-15 13.6-12 142-12 18.5.8 23-6-11 28-5-4 35-6-8 37.9-4 1 42-0-0 4-9-12 4-3-4 4-5-13 0.8-0 4-1-12 5-1-3 4-10-9 7-1-4 2-2-12 4-2-12 0-1-0 LOADING(psfl SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.07 15-16 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.12 15-16 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 250 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1 &Btr G `Except' 7-192 X4 DF Std G, 10-14 2 X 4 OF Stcl G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M cc bracing. WEBS 1 Row at midpt 6-20 REACTIONS (Ib/size) 12=-73/0-3-8,2=438/0-3-8,20=1569/0-5-8,13=1155/0-3-8 Max Horz2=1 1 1(load case 4) Max Upliftl2=-82(load case 6), 2=-92(load case 5), 20=-92(load case 5), 13=-71 (load case 3) Max Grav2=452(load case 6), 20=1569(load case 1), 13=1172(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-428/40, 3-4=-98/66, 4-5=0/293, 5-6=0/260, 6-7=-203/131, 7-8=-570/154, 8-9=-570/154, 9-10=-675/100, 10-11=-352/56,11-12=-9/473 BOT CHORD 2-23=-41/379, 22-23=-41/379, 21-22=-48/115, 20-21=-332/124, 19-20=0/0, 18-19=0/60, 7-18=-060/97, 17-18=0/203, 16-17=0/608,15-16=0/315,14-15=0/31, 10-15=-469n5,13-14=0/0, 12-13=-419/45 WEBS 3-23=0/134, 3-22=-337/65, 4-22=0/255, 4-21=-465/83, 5-21=-260/14, 6-21=-48/648, 6-20=-1423/84, 18-20=-346/130, 6-18=-12/813, 7-17=-40/569, 8-17=-259/73, 9-17=-83/4, 9-16=0/115, 10-16=0/307, 13-15=-486/52, 11-15=-2/802, 11-13=-864175 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �OQ�pFESS/pNq! S 03T/NcF�2�' LU C 04T,"fj,�/33 v * E ,, -07 * , March 13,2006 e WARNING - Ver(,jy destgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ?,Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely Seat. or X-bracing, is always required. See BCSI1. 0/,e t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack � c,•z materials on inadequately braced trusses. WEBSXM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,3Cl other interested parties. plates 0 - 1/16" from outside O I L) 4. Cut members to bear tightly against each other. edge of truss. o_ 5. Place plates on each face of truss at each joint and c� a c� embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the ' The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: .ANSI/TPI l: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE TCDL 10.0 Lumber Increase 1.25 BC 0.64 BCLL 5.0 Rep Stress Incr YES 820441102 HAYSE A5H CAL HIP 1 1 TOP CHORD 2 X 4 DF No.1 &Btr G n/a BOT CHORD 2 X 4 DF No.1 &Btr G *Except* 8-21 2 X 4 DF Std G, 12-162 X4 DFStd G Job Reference (optional) NUR GAL LUMBER, MARY5VILLE,CA 95901 6.200 s Jul 13 2005 MiTek IndusVies, Inc. Fri Mar 10 10:21:48 2006 Page 1 14-3-12 x -1.6-0i 4-9-12 9-0-15 13-6-12 13-11.11 18-5-8 1 23.6-11 28-0-5 2&5435-6-8 37-94 -0-0 42 r Scale = 1:76.5 1.6-0 4-9-12 4-34 4-5-13 04-15 4-1-12 5-1-3 4-5-10 04-15 7-14 2-2-12 4-2-12 04-1 5x5 i 7 11 3x8 = 5x5 = 1.5x4 II 5x8 3x9 = 25 24 2322 21 3x8 = 3x6 = 16 15 3x6 = 1.5x4 11 3x4 = 3x8 = 3x4 11 3x4 11 3x6 = 3x8 = 14-3-12 i 4-9-12 9-0.15 13-6-12 14x2-12 18.5-8 1 23-0-11 28-54 35-6.8 37.94 42-M 4-9-12 4-34 4.5-13 0.8-0 4-1-12 5-1-3 4-10-9 7-14 2-2-12 4-2-12 0-1-0 LOADING (psf/ SPACING 2-M CSI TCLL 16.0 Plates Increase 1.10 TC 0.24 TCDL 10.0 Lumber Increase 1.25 BC 0.64 BCLL 5.0 Rep Stress Incr YES WB 0.97 BCDL 5.0 Code UBC97/ANSI95 (Matrix) LUMBER 0.02 15 TOP CHORD 2 X 4 DF No.1 &Btr G n/a BOT CHORD 2 X 4 DF No.1 &Btr G *Except* 8-21 2 X 4 DF Std G, 12-162 X4 DFStd G WEBS 2 X 4 DF Std G Weight: 256 Ib DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.0517-18 >999 360 MT20 220/195 Vert(TL) -0.0817-18 >999 240 Horz(TL) 0.02 15 n/a n/a Weight: 256 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M cc bracing. REACTIONS (Ib/size) 14=-127/0-3-8,2=402/0-3-8,22=1685/0-5-8,15=1219/0-3-8 Max Harz 2=124(load case 4) Max Upliftl 4=-1 28(load case 7), 2=-76(load case 5), 22=-241 (load case 5), 15=-127(load case 3) Max Grav 14=11(load case 5), 2=423(load case 6), 22=1685(load case 1), 15=1240(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-441/5, 3-4=-102/128, 4-5=-7/430, 5-7=-58/0, 5-6=0/341, 6-26=-154/207, 8-26=-154/207, 8-9=-556/272, 9-27=-556/272, 10-27=-556/272, 10-11=-58/0, 10-12=-794/206, 12-13=-318/73, 13-14=-53/573 BOT CHORD 2-25=0/342, 24-25=0/342, 23-24=-98/158, 22-23=-373/151, 21-22=-44/3, 20-21=-6/26, 8-20=-678/145, 19-20=0/168, 18-19=0/641, 17-18=0/376, 16-17=-22/7, 12-17=-507/118, 15-16=-73/0,14-15=-460/68 WEBS 3-25=0/137, 3-24=-341/52, 4-24=0/286, 4-23=-501/77, 5-23=-163/0, 6-23=0/283, 6-22=-1224/187, 20-22=-343/155, 6-20=-65/796, 8-19=-104/608, 9-19=-254/92, 10-19=-159/46, 10-18=0/121, 12-18=-17/280, 15-17=-494/116, 13-17=-39/794, 13-15=-859/97 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. I porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 16 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valld for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Sufte #109 Citrus Heights, Ca 95610 is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y -011 14 -offsets Damage or Personal Injury are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI 1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,•z C&3 materials on inadequately braced trusses. 0 WEBS CzQ 4 '�, 3. Provide copies of this truss design to the building Q designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 �,�' 3 other interested parties. PF 0 -'/16' from outside O a �,w U 4. Cut members to bear tightly against each other. edge of truss. L) 5. Place plates on each face of truss at each joint and c'•B cs"' c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from Connector laces. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob rus fU55 ype Qty PI, AMY HAYSE 1.10 TCDL10,0 >999 Lumber Increase 1.25 820441103 [SHAI HAYSE A611 CAL HIP 1 1 Code UBC97/ANSI95 n/a n/a (Matrix) JobReference(optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Mar 10 10:21:48 2006 Page 1 14-3-12 -1.6-0 4.9-12 9-0-15 i 13.6-12 13-11-11 18-5-8 1 23.6-11 28-0-5 245.4 35.6.8 37.9.4 i 42-0-0 Scale = 1:83.0 1-6-0 4-9-12 4-3-4 4-5-13 0-4-15 4-1.12 5-1-3 4-5-10 0-0.15 7-14 2-2-12 4-2-12 04-1 1.5x4 II 5x5 % 5x5 1.5x4 II 1.5x4 11 SvS 7 10 13 3x8 = 29 28 2726 25 3x8 = 3x4 = 40 19 3x6 = 1.5x4 11 3x4 = 3x8 = 3x4 11 3x4 11 3x6 = 14,&82= i 4-9-12 1 9-0-15 i 13.6.12 14F242 18-5-8 23-0-11 28-5-0 35.6-8 37-94 i 42-" 4-9-12 4-3-4 4-5-13 0$-0 4-1-12 5-1-3 4-10-9 7-1-4 2-2-12 4-2.12 0-1-0 LOADING(psf) SPACING 2-" TCLL 16.0 Plates Increase 1.10 TCDL10,0 >999 Lumber Increase 1.25 BCLL 5.0 Rep Stress Incr YES BCDL 5.0 Code UBC97/ANSI95 n/a CSI DEFL in (loc) I/deft Ud TC 0.24 Vert(LL) -0.05 21-22 >999 360 BC 0.66 Vert(TL) -0.07 21-22 >999 240 WB 0.90 Horz(TL) 0.02 19 n/a n/a (Matrix) PLATES MT20 Weight: 279 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-M oc pudins. BOT CHORD 2 X 4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 9-25 2 X 4 DF Std G, 16-20 2 X 4 DF Std G JOINTS 1 Brace at Jt(s): 9, 12, 11 WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 18=-117/0-3-8,2=437/0-3-8,26=1565/0-5-8,19=1203/0-3-8 Max Harz 2=1 32(load case 4) Max Upliftl8=-117(load case 1), 2-101 (load case 5), 26=-79(load case 5), 19=-75(load case 3) Max Grav2=458(load case 6), 26=1565(load case 1), 19=1217(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-514/59, 3-4=-176/95, 4-5=0/352, 5-7=-239/82, 5-6=0/440, 6-8=0/103, 8-9=0/102, 9-11=-304/121, 11-12=-304/121, 12-14=-304/121, 14-15=-312/123, 13-15=-260/75, 15-16=-784/142, 16-17=-337/60, 17-18=-28/550, 7-10=-194/84,10-13=-194/84 BOT CHORD 2-29=-46/406, 28-29=-46/406, 27-28=-18/114, 26-27=-311/113, 25-26=-45/2, 24-25=-4/28, 9-24=-565/73, 23-24=0/140, 22-23=0/631, 21-22=0/397, 20-21=-22/6, 16-21=-490/91, 19-20=-71/0, 18-19=-439/47 WEBS 3-29=0/137, 3-28=-337/48, 4-28=0/283, 4-27=-502/81, 5-27=-239/30, 6-27=-43/365, 6-26=-1131/49, 24-26=-277/116, 6-24=0/666, 9-23=-29/552, 12-23=-146/34, 15-23=-223/43, 15-22=0/128, 16-22=0/249, 19-21=-473/94, 17-21=-2/787, 17-19=-850/58, 7-8=-146/51, 13-14=-116/30, 10-11=-124/32 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard GRIP 220/195 March 13,2006 A WARNING - Verffy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Appllca ollity of design parameters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding No fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onohio Drive, Madison, WI 53719. Symbols Numbering System AGener•al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal ' and securely seat. or X -bracing, is always required. See BCSI1. x/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 2-3 materials on inadequately braced trusses. o WEBS c,� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 0 other interested parties. plates 0 - 1/16" from outside a w V 4. Cut members to bear tightly against each other. edge of truss. EL 5. Place plates on each face of truss at each joint and c7-8 C63-7 CS -6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI 1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 4:1 © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN & AMY HAYSE I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441104 HAYSE A7H CAL HIP 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) IJob Reference(optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, :nc. Fn Mar 10 10:21:49 2006 Page 1 14-3-12 r1-6-0 4-9-12 9-0-15 13-6-1213-1111 18-5-8 1 23-6-11 28-0.5 28A' 35.6.8 37-9.4 42-0-0 Scale = 1:89.0 1.6-0 4-9-12 4-34 4-5-13 0-4-15 4-1-12 5-1-3 4-5-10 0-4-15 7-14 2-2-12 4-2-12 0-4-1 5x5 1.5x4 II 1.5x4 II i 1.5x4 10 15 5x5 II 3x8 = 31 30 2928 27 3x8 = 3x4 = 22 21 3x6 = 1.5x4 11 3x4 = 3x8 = 3x4 11 3x4 11 3x6 = 14-3-12 6x8 = 6x8 = 3x8 4-9.12 9-0-15 13-6-12 14r242 18-5.8 i 23-0-11 28-5-4 35.6.8 37-94 i 42-M 4-9-12 4-3-4 4-5-13 0-8-0 4-1-12 5-1-3 4-10-9 7-1-0 2-2-12 4-2-12 0-1-0 LOADING(psf,- SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.25 Vert(LL) -0.05 23-24 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.O8 23-24 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.02 21 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 285 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G `Except' BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 9-27 2 X 4 DF Std G, 18-22 2 X 4 DF Std G JOINTS 1 Brace at Jt(s): 9, 13, 12, 11 WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 2=439/0-3-8,20=-12410-3-8,28=162710-5-8,21=1238/0-3-8 Max Harz 2= 1 45(load case 4) Max Uplift2=-96(load case 5), 20=-124(load case 1), 28=-208(load case 5), 21=-138(load case 5) Max Grav2=459(load case 6), 20=13(load case 5), 28=1627(load case 1), 21=1238(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-513/48, 3-4=-177/96, 4-5=0/350, 5-7=-291/147, 7-10=-58/0, 5-6=0/491, 6-8=0/110, 8-9=0/122, 9-12=-276/152, 12-13=-276/152,13-16=-276/152, 16-17=-286/158, 14-15=-58/0, 14-17=-296/136, 17-18=-798/214, 18-19=-339/81, 19-20=-59/569, 7-32=-234/227,11-32=-234/227,11-33=-234/227,14-33=-234/227 BOT CHORD 2-31=-40/405, 30-31=-42/402, 29-30=-5/120, 28-29=-311/125, 27-28=-47/2, 26-27=-6/26, 9-26=-011/182, 25-26=0/123, 24-25=0/643, 23-24=-0/399, 22-23=-22/7, 18-23=-502/127, 21-22=-71/0, 20-21=-456/74 WEBS 3-31=0/137, 3-30=-333/49, 4-30=0/287, 4-29=-503/85, 5-29=-260/65, 6-29=-54/375, 6-28=-1180/148, 26-28=-275/128, 6-26=-115/722, 9-25=-83/575, 13-25=-174/109, 17-25=-224/0, 17-24=0/120, 18-24=0/267, 21-23=-455/121, 19-23=-51/778, 19-21=-877/104, 7-8=-196/112, 14-16=-143/86, 11-12=-131/86 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of ()FESS/p dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If OQ �/-d, porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ��i (�R S 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. CO Q 5) A plate rating reduction of 20% has been applied for the green lumber members. 0 Q M 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. W C 046633 r,,n LOAD CASE(S) Standard * EX _ 7 . TFOF F March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. Suite #109 A A Ilcatlll of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown PP ls 9 P P P tY 9 g 9 g is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the Citrus Heights, Ca 95610 n � erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB49 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. 0-'/,a' 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Q-2 c2.3 materials on inadequately braced trusses. WEBS c3 4 b 3. Provide copies of this truss design to the building Er designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �3 �� 3 other interested parties. ' plates 0 - 1/16" from outside O a "' z 3 0 4. Cut members to bear tightly against each other. edge of truss. (L 5. Place plates on each face of truss at each joint and c7-5 c6-7 cs-e embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. AH1 I CAL HIP .E,CA 95901 10-11-15 2 AMY 820441105 -1-" 4-3-5 7-6.12 7-11 11 14-7-12 19-10-12 25-1-12 29-10-13 34-0-5 4-14 37-8-11 42-" -6- 1.6-0 4-3-5 3-3-7 0-4-15 3-0.4 3-7-13 5-3-0 5-3-0 4-9-1 4-1-8 0-4-15 3-3-7 4-3-5 �r�%- 1'75'4 6.00 12 5x8 = 1.5x4 11 3x4 = 3x4 = 5x8 = 4 5 6 7 23 8 1.5x4 11 5x8 = 1n -=j -� 22 21 24 20 19 18 25 17 16 1526 14 5x8 3x6 II 5x5 = 4x8 = 8x8 = 5x5 = 8x8 = 4x8 = 5x5 = 3x6 II 4-3-5 7.6-12 10-11-15 1 14-7-12 19-10-12 25-1-12 29-10-13 34-5.4 37.3-11 42-M 4-3-5 3-3-7 3-5-3 3-7-13 5-3-0 5-3-0 4-9-1 4.6-7 3-3-7 4-3-5 LOADING(psfl SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.92 Vert(LL) -0.43 18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.71 18 >706 240 provided only noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been for this design. BCLL 5.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.13 12 n/a n/a (D m BCDL 5.0 Code UBC97/ANSI95 (Simplified) C 04 33 rn 5) Provide adequate drainage to prevent water ponding. Weight: 546 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 8 DF No.2 G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=3857/0-5-8,12=3857/0-5-8 Max Harz 2=-46(load case 3) Max Uplift2=-505(load case 5), 12=-505(load case 5) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-7947/1030, 3-4=-7705/1127, 4-5=-9007/1305, 5-6=-9007/1305, 6-7=-10561/1498, 7-23=-11581/1625 8-23=-11581/1625, 8-9=-9551/1372, 9-10=-9551/1372, 10-11=-7705/1127, 11-12=-7947/1030, 12-13=0/20 BOT CHORD 2-22=-865/7117, 21-22=-865/7117, 21-24=-912/7009, 20-24=-912/7009, 19-20=-1335/10561, 18-19=-1450/11581, 18-25=-1399/11167, 17-25=-1399/11167, 16-17=-1399/11167, 16-26=-885/7007, 15-26=-885/7007, 14-15=-837/7117, 12-14=-837/7117 WEBS 3-22=0/262, 3-21=-149/3, 4-21=0/318, 4-20=-375/2977, 5-20=-430/163, 6-20=-2203/282, 6-19=0/988, 7-19=-1271/168, 7-18=0/195, 8-18=-77/539, 8-17=0/358, 8-16=-2055/265, 9-16=-568/215, 10-16=-417/3309, 10-15=0/358, 11-15=-149/3, 11-14=0/262 NOTES 1) 2 -ply truss to be connected together with 0.131'x3' Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been to distribute loads �QFESS/0 provided only noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been for this design. OQ considered 4) This truss has been designed for the loads by 80 ft ��, R S wind generated mph winds at 25 above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of CO dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. I (D m porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 � C 04 33 rn 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E _07 7) A plate rating reduction of 20% has been applied for the green lumber members. * 8) Girder carries hip end with 8-M end setback. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 451 Ib down and 202 Ib up at 34-3-8, and 451 Ib down and 202 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. TQC Continued on page 2 A March 13,2006 ® WARNING - Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 4109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. M iTe k Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and Securely Seat. t 3 0-'/,4" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C7-2 C2-3 WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 9 o �,� 3 ' cc other interested parties. Plates 0 -'/ie" from outside O a v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 Csa Ce -s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI]. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN & AMY HAYSE Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of The overall structure Is the responsibility of the building designer. For general guidance regarding 820441105 HAYSE AH1 CAL HIP 1 2 I Job Reference (optional) NUK UAL LUMCCK, N KTJVILLt,UA VD-dUl LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-4=-52, 4-10=-124, 10-13=-52, 2-12=-62(F=-42) Concentrated Loads (lb) Vert: 4=451 10=-451 6.200 s Jul 13 2005 MiTek Industries, Inc. Fn Mar 10 10:21:50 2006 Page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Appllcotilhy of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite #109 Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of The overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSII Building Component Safety information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl 53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ tq *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2-3 o WEBS �,, 4 3. Provide copies of this truss design to the building ¢ O 0 designer, erection supervisor, property owner and all For 4 x 2 orientation, locate °� �s �� 3 0 other interested parties. p plates 0 - 1/16" from outside 0 gab U 4. Cut members to bear tightly against each other. edge of truss. CL 5. Place plates on each face of truss at each joint and c7 -e cea css embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section Of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) Occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job TrussNSS T, -pe Qty P y SHAWN 8 AMY HAYSE in floc) I/deft Ud PLATES GRIP 820441106 HAYSE AH2 CAL HIP 1 3 >999 360 MT20 220/195 1 16b Reference (optional) NOR CAL LUMBER., MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:21:51 2006 Pagel ,-1-0-0, 4-11.5 9.6-12 9-11,1113-3-12 19-2-12 25-1-12 28.10-13 i 32-0-5 32x5-4 37-0-11 42-" g3-6-0 1.8-0 4-11.5 4-7-7 0-4-15 3.4-1 5-11-0 5-11-0 3-9-1 3-1-8 0-4-15 4-7-7 4-11-5 1.6-0 Scale = 1:75.4 5x8 = 6.00 12 4 3x4 11 3x8 = 1.5x4 II 5x8 = 5x5 3x4 i SPACING 2-M CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.52 3x4 3 >999 360 MT20 220/195 ZN: Lumber Increase 10 3x.0 = 20 19 18 17 1.5x4 II 3x4 = 4x12 = 6x6 = 16 15 14 5x8 = 1.5x4 11 3x8 = 4-11-5 9.6-12 13-3-12 19-2-12 25-1-12 28-10.13 32-5-4 37-0-11 42-M 4-11-5 4-7-7 3-9-0 5-11-0 5-11-0 3-9-1 3.6-7 4-7-7 4-11-5 3x10 = LOADING (psf) SPACING 2-M CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.52 Vert(LL) -0.27 16-17 >999 360 MT20 220/195 TCDL10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.46 16-17 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.15 11 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 227 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G *Except* 5-182 X8 DFNo.2G REACTIONS ilb/size) 2=158710-3-8,11=158710-3-8 Max Horz2=-56(load case 3) Max Uplift2=-159(load case 5), 11=-159(load case 5) BRACING TOP CHORD Sheathed or 3-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-2867/185, 3-4=-2587/215, 4-5=-2861/266, 5-6=-2861/266, 6-7=-3181/287, 7-8=-3182/287, 8-9=-2318/232, 9-10=-2587/215, 10-11=-2867/185, 11-12=0/17 BOT CHORD 2-20=-108/2540, 19-20=-108/2540, 18-19=-56/2339, 17-18=-89/3287, 16-17=-89/3287, 15-16=-60/2836, 14-15=-60/2836, 13-14=-79/2540,11-13=-79/2540 WEBS 3-20=0/141, 3-19=-227/60, 4-19=0/199, 4-18=-72/905, 5-18=-248/70, 6-18=-602/58, 6-17=0/177, 6-16=-192/32, 7-16=-251/71, 8-16=-54/599, 8-15=0/110, 8-14=-909/72, 9-14=-31/880,10-14=-227/60, 10-13=0/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OQRpFESS/p " ����ER W C 045433 T March 13,2006 A WARNING - Vero design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane�® Design vclld for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610M� Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricaticn, qualify control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI 1. and securely seat. t 3 /16 TOP CHORDS 2. Never exceed the design loading shown and never stack Q -z c2 -s materials on inadequately braced trusses. p 4 WEBS 3. Provide copies of this truss design to the building Om designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate v �,� 3 '1 3 ¢ other interested parties. plates 0 - /ib" from outside O a U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and C7-8 C6-7 °_ embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction Of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I Or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M Tek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job I Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE 820441107 HAYSE AH3 CAL HIP 1 I 1 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:52 2006 Page 1 14-10-3 30-5-4 0-6-01 5-11-5 11.6-12 11-11-11 1844 23.7-12 27.4-12 i 30-0-5 i 36-0-11 42-0-0 A3 -S6-0 1-6-0 5-11-5 5-7-7 0-4-15 2-10.8 3.6-1 5-3.8 3-9-0 2-7-904-15 5-7-7 5-11-5 1 -s -`le = 1:76.8 5x5 i 5x5 = 1.5x4 11 3x4 = 1.5x4 11 1.5x4 11 5x8 = 10 3x10 = 21 20 19 18 245x5 = 17 16 15 14 3x10 = 1.5x4 11 48 = 3x4 = 5x8 = 5x5 = 5x8 = 3x8 = 3x4 = 1.5x4 II 5-11-5 11-6-12 14-10-3 18-44 23-7-12 274-12 30-5-4 36-0-11 42-M 5-11-5 5-7-7 3-3-7 3-6-1 5-3-8 3-9-0 3-0-8 5-7-7 5-11-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.63 Vert(LL) -0.29 17-18 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.50 17-18 >997 240 BCLL 5.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.15 12 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 251Ito LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G 'Except' 17-182 X6 DFNo.2G WEBS 2 X 4 DF Std G *Except* 5-20 2 X 8 DF No.2 G REACTIONS iib/size) 2=1625/0-3-8,12=1625/0-3-8 :Max Horz2=-07(load case 3) Max Uplift2=-156(load case 5), 12=-156(load case 5) BRACING TOP CHORD Sheathed or 3-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. JOINTS 1 Brace at Jt(s): 22, 23 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-2994/187, 3-4=-2586/224, 4-5=-2255/226, 5-0=-2630/239, 6-7=-2630/239, 7-8=-2611/238, 8-9=-2612/238, 9-10=-2612/238, 10-11=-2586/225,11-12=-2995/187,12-13=0/34 BOT CHORD 2-21=-76/2600, 20-21=-76/2600, 19-20=-14/2630, 18-19=-20/2989, 18-24=-17/2991, 17-24=-17/2991, 16-17=-20/2989, 15-16=0/2271,14-15=-48/2601,12-14=-48/2601 WEBS 3-21=0/188, 3-20=-372/72, 4-20=-10/879, 5-20=-836/59, 5-19=-7/378, 19-22=-559/50, 7-22=-535/50, 18-22=0/249, 17-23=0/234, 7-23=-553/55, 16-23=-578/56, 9-16=-344/44,10-16=-58/835, 10-15=0/224,11-15=-373172, 11-14=0/188, 6-22=0/209, 8-23=0/201 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-" on bottom I chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 March 13,2006 ® WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MfTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Suite #109 Appllcab lity of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricaticn, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes ' PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X-bracing, is always required. See BCSI1. and Securely seat. t 3 /16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q-z cz-3 WEBS c,� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all T"w * For 4 x 2 orientation, locate o �,� 3 �,�' 3 a:other interested parties. Plates 0 - 1/16" from outside O a ppb v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-e cea C embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. ' 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumberused shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y . BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING In location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type Qty y SHAWN & AMY HAYSE 820441107 HAYSE AH3 CAL HIP 1 1 Job Reference (optional) NUMtALLVMCCM,M MTI VILLL.t,N VOW] LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-4=-52, 4-10=-52, 10-13=-52, 2-12=-20 Concentrated Loads (lb) Vert: 24=-75(F) b.2uu s J01 73 2uu5 MI1 el( Inaustnes, Inc. hn Mar lu 10:21:52 2uu6 Page 2 A WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and Securely seat. t 3 0-'/,a" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z 3. Provide copies of this truss design to the building Ir designer, erection supervisor, property owner and all For 4 x 2 orientation, locate N,_, V37 I�,3other interested parties. 0 -'/16" from outside Oplates CL U4. Cut members to bear tightly against each other. edge of truss.5. Place plates on each face of truss at each joint and 7-8 c embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. — required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss ype Qty Ply SHAWN & AMY HAYSE820441108 TCLL 16.0 Plates Increase 1.10 TC 0.69 HAYSE AH4 7rus.s P 1 1 BCLL 5.0 Rep Stress Incr YES i I Job Reference (optional) NUR GAL LUMBER. MARYSVILLE,GA 95901 13-11-8 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:53 2006 Page 1 30-5-4 1-1-", 5-11-5 11-0-12 11-11-11 18-4-4 I 23-7-12 27-4-12 30-0-5 36-0-11 42-0-0 p3.6-0 1.6-0 5-11-5 5-7-7 0.4-15 4-4-12 5-3-8 3-9-0 2-7-9 0-4-15 5-7-7 5-11-5 1 Obale = 1:76.8 1-11-13 x4 11 5x8 \\ - 1.5x4 II 1.5x4 11 3x4 = 1.5x4 I I 12 5x8 sxiu — 23 22 21 20 27 5x5 — = 19 18 17 16 3x10 = 1.5x4 11 3x4 = 3x8 = 5x8 =5x5 = 5x8 = 3x8 = 3x4 = 1.5x4 11 5-11-5 11.6-12 13-11-8 1844 + 23-7-12 27-4-12 30-5.4 36-0-11 42-0-0 i r 5-11-5 5-7-7 24-12 4-4-12 5-3-8 3.9-0 3-0-8 5-7-7 5-11-5 LOADING(psfi SPACING 2-M CSI TCLL 16.0 Plates Increase 1.10 TC 0.69 TCDL 10.0 Lumber Increase 1.25 BC 0.62 BCLL 5.0 Rep Stress Incr YES WB 0.71 BCDL 5.0 Code UBC97/ANSI95 n/a (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G Weight: 248 Ib BOT CHORD 2 X 4 DF No.1 &Btr G *Except* 19-202 X6 DFNo.2G WEBS 2 X 4 DFSid G REACTIONS (Ib/size) 2=1670/0-3-8,14=1670/0-3-8 Max Harz 2=80(load case 4) Max Uplift2=-242(load case 5),.14=-242(load case 5) DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.3019-20 >999 360 MT20 220/195 Vert(TL) -0.5319-20 >940 240 Horz(TL) 0.15 14 n/a n/a Weight: 248 Ib BRACING TOP CHORD Sheathed or 3-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s): 24, 25 FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3091/370, 3-4=-2691/420, 4-6=-58/0, 4-5=-2665/513, 5-7=-2665/513, 7-8=-2665/513, 8-9=-2713/516, 9-10=-2713/516, 10-26=-2713/516, 11-26=-2713/516, 11-12=-58/0, 11-13=-2691/421, 13-14=-3091/370,14-15=0/34 BOT CHORD 2-23=-233/2685, 22-23=-233/2685, 21-22=-189/2370, 20-21=-227/3103, 20-27=-225/3105, 19-27=-225/3105, 18 -19=-227/3103,17-18=-169/2369,16-17=-20912685,14-16=-209/2685 WEBS 3-23=0/188, 3-22=-360/50, 4-22=0/197, 4-21=-112/883, 5-21=-352/93, 21-24=-072/77, 8-24=-649/76, 20-24=0/237, 19-25=0/256, 8-25=-601/75, 18-25=-024/75, 10-18=-335/83, 11-18=-104/842, 11-17=0/222, 13-17=-360/49, 13-16=0/188, 7-24=0/203, 9-25=0/219 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 OFESS/ 3) Provide adequate drainage to prevent water ponding. QR 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-M on bottom c chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). UJ C 046 rn LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 * EXP ?-,W * , Continued on page 2 March 13,2006 ® WARMING - Ver(fy design parameters and READ NOTES ON TBZS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design valld for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 4109 Vr Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 e� e Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Irformatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or x -bracing, is always required. See BCSI1. x/16 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack C1-2 on inadequately braced trusses. 3. Provide copies of this truss design to the building Cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate MC2_3materials �,3other interested parties. 0011) plates 0 - /ia° from outside O as 4. Cut members to bear tightly against each other. edge of truss. ov a- 5. Place plates on each face of truss at each joint and 11 c7 -e embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plateits] k14 ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type ty Ply SHAWN 8 AMY HAYSE 820441108 HAYSE AH4 CAL HIP 1 1 i Job Reference (optional) NUM t AL LUMDCR, MAKTJVILLC.I A UODU1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-52, 4-6=-52, 4-5=-20, 5-26=-52, 11-26=-20, 11-12=-52, 11-15=-52, 2-14=-20 Concentrated Loads (lb) Vert: 27=-75(F) b.CUu s Jul ij [UUS MI IeK Inaustnes. Inc. I -n Mar 1U 1U:L1:S3 LUUD Yage 1 A WARNING - VerWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610ml Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. U/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z cz-3 WEBS q� 4 3. Provide copies of this truss design to the building O 1 0other designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,-, 3 �� 3 o interested parties. p plates 0 - 1/16" from outside 0 � �,x T v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 G6-' c embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty PlySHAWN 8 AMY HAYSE in (loc) I/deft Ud PLATES GRIP 820441109 HAYSE AHS CAL HIP 1 1 >999 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 15-11-11 26-5-4 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:53 2006 Page 1 r1 -6A 5-1-9 9-8-11 1 14-3-12 15-6-1,2 1844 23-7-12 26-0-5 31-7-1 36-64 42-M A3-61 r—� 1-6-0 5.1-9 4-7-1 4-7-1 1-3-0 2-4-9 5-3-8 2-4-9 5-1-13 4-114 5-5-12 1.6-0 Scale = 1:84.8 i 3x4 15 04-15 5x5 1.5x4 11 3x4 = 1.5x4 11 5x8 10 3x10 = 24 23 22 21 20 27 19 1817 16 15 300 = 1.5x4 11 3x4 = 3x4 = 6x6 = 5x8 = 3x4 = 3x4 = 1.5x4 11 3x8 = 5x5 = 5x5 = 3x4 = 5-1-9 9.8-11 14-3-12 16-6.1,218.4-4 1 23-7-12 26-54274-12 31-7-1 1 36.64 42-0-0 5-1-9 4-7-1 4-7-1 1-3-0 2-9-8 5.3.8 2-9-8 0-11-8 4.2.5 4-114 5-5-12 41q IM. 0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16!0 Plates Increase 1.10 TC 0.44 Vert(LL) -0.22 19-20 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.38 19-20 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.13 13 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 281 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btf G BOT CHORD 2 X 4 DF No.1 &Btr G *Except* 19-20 2 X 6 DF No.2 G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1625/0-3-8,13=1625/0-3-8 Max Horz2=88(load case 4) Max Uplift2=-156(load case 5), 13=-156(load case 5) BRACING TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s): 25, 26 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3000/179, 3-4=-2674/217, 4-5=-2319/241, 5-6=-2121/259, 6-7=-2002/240, 7-8=-2002/240, 8-9=-1978/240, 9-10=-1976/243, 10-11=-2287/252,11-12=-2626/220,12-13=-29981182,13-14=0/34 BOT CHORD 2-24=-08/2606, 23-24=-68/2606, 22-23=-21/2346, 21-22=0/2021, 20-21=0/2176, 20-27=0/2178, 19-27=0/2178, 18-19=0/2175, 17-18=0/1978, 16-17=0/2296, 15-16=-48/2604, 13-15=-48/2604 WEBS 3-24=0/144, 3-23=-305/53, 4-23=0/256, 4-22=-477/88, 5-22=-24/287, 5-21=-102/129, 6-21=-83/396, 21-25=-412/58, 8-25=-401/60, 20-25=0/216, 19-26=0/167, 8-26=-440/63, 18-26=-460/62, 10-18=-34/536, 10-17=-47/231, 11-17=-469/100, 11-16=0/272, 12-16=-358/59, 12-15=0/160, 7-25=0/199, 9-26=0/144 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,?OESS/O 3) Provide adequate drainage to prevent water ponding. Q l�/9l 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��GO �R S. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-0-0 on bottom 110 chord. The design/selection of such connection device(s) is the responsibility of others.(DrTt 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LU C 04603M IY LOAD CASE(S) Standard * EXP 1)Regular: Lumber Increase=1.25, Plate Increase=1.10 - � Continued on page 2 March 13,2006 A WARNING - Verffy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite 9109 Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrlcction, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/0 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI 1. /1e 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2.3 materials on inadequately braced trusses. WEBS Czq 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 0 6 �,� 3 ' �° o 3 other interested parties. Plates 0 - 1/16" from outside (L U 4. Cut members to bear tightly against each other. edge of truss. n- 5. Place plates on each face of truss at each joint and c7-8 cs-a css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPl1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPII I. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. . ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. V\/Np� Jab fussTfU55 Type ty Ply SHAWN &AMY HAYSE I 8204411091 HAYSE AH5 CAL HIP 1 1 Reference (optional) ,vvn a, L LUI—C",IVVln I anuc,�...oI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-52, 6-10=-52, 10-14=-52, 2-13=-20 Concentrated Loads (lb) Vert: 27=-75(F) b.zuu s JUI 13 2uub MI I eK Inaustnes, Inc. rn Mar lu 1u:11:53 luub Nage Z e WARNING - VerWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI 1. 0-'/,a TOP CHORDS 3 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For4 x 2 orientation, locate �,3oother Vy�lS,, interested parties. PF0 - 1/16° from outside a U 4. Cut members to bear tightly against each other. edge of truss. O_ 5. Place plates on each face of truss at each joint and c7-8 c6a c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots, Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type 2-M Ply SHAWN 8 AMY HAYSE in (loc) I/deft Ud PLATES GRIP R20441110 HAYSE AH6 CAL HIP =.1 � 0.22 21-22 I 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 15-11.11 26-54 6.200 s Jul 13 2005 MiTek Industries, Inc. FriMar 10 10:21:54 2006 Pagel r1 -6-Q 5-1-9 9-8-11 i 14-3-12 16-6.1,2 18-4-4 23-7-12 26-0.5 31-7-1 36-6-4 42-M43-0-0 1-" 5-1-9 4-7-1 4-7-1 1-3-0 2-4-9 5-3.8 2.4-9 5-1-13 4-114 5-5-12 1-0-0 Scale = 1:84.8 04-15 1.5x4 I I 1.5x4 11 04-15 5x5 - 3x4 i 7 `L � 3x4 = 12 5x8 3x10 = 26 25 24 23 22 31 21 2019 18 17 3x10 = 1.5x4 I I 3x4 = 3x4 = 6x6 = 5x8 = 3x4 = 3x4 = 1.5x4 II 3x8 = 5x5 = 5x5 = 3x4 = 5-1-9 9.8-11 14-3-12 16-6-1,21844 1 23-7-12 26.54274-12 31-7.1 36-6-0 1 42-0-0 5-1-9 4-7-1 4-7-1 1-3-0 2-9-8 5-3-8 2.9.8 0-11-8 4-2-5 4-114 5.5.12 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.45 Vert(LL) 0.22 21-22 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.39 21-22 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.14 15 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 287 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G "Except' 21-222 X6 DFNo.2G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1671/0-3-8,15=1672/0-3-8 Max Horz2=106(load case 4) Max Uplift2=-243(load case 5), 15=-246(load case 5) BRACING TOP CHORD Sheathed or 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s): 27, 28 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3099/365, 3-4=-2775/407, 4-5=-2421/433, 5-0=-2210/433, 6-7=-58/0, 6-29=-2104/505, 8-29=-2104/505, 8-9=-2104/505, 9-10=-2078/500, 10-30=-2076/502, 11-30=-2076/504, 11-12=-56/0, 11-13=-2392/452, 13-14=-2728/416, 14-15=-3100/378, 15-16=0/34 BOT CHORD 2-26=-227/2694, 25-26=-227/2694, 24-25=-185/2437, 23-24=-125/2112, 22-23=-148/2280, 22-31=-147/2282, 21-31=-147/2282, 20-21=-148/2278, 19-20=-122/2078, 18-19=-171/2386, 17-18=-222/2694, 15-17=-222/2694 WEBS 3-26=0/143, 3-25=-304/48, 4-25=0/255, 4-24=-478/88, 5-24=-16/289, 5-23=-90/75, 6-23=0/331, 23-27=-343/89, 9-27=-336/89,22-27=0/226,21-28=0/165, 9-28=-469/99, 20-28=-487/102,11-20=-92/544,11-19=-5/239,13-19=-465/81, 13-18=0/277,14-18=-364/60,14-17=0/160, 8-27=0/204,10-28=01138 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-M on bottom I chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 March 13,2006 A WARNING - Verf fy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Ckrus Heights, Ca 95610 is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _-- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek® '��Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z cz-s o WEBS 4 b 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 0 �,� 3 ��, 3 � other interested parties. plates 0 /ie" from outside N O o v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and a -e csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss aty Ply SHAWN & AMY HAYSE 1AH6 820441110 HAYSE CAL HIP 1 1 I Job Reference (optional) NUK UAL LUMtltF., MAKYJVILLt,UA 9S9U1 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-6=-52, 6-7=-52, 6-29=-20, 29-30=-52, 11-30=-20, 11-12=-52, 11-16=-52, 2-15=-20 Concentrated Loads (lb) Vert: 31=-75(F) 6200 S JUI 13 2005 MiTek Inrlusfnes, Inc. Fri Mar W 1021:54 2006 Page 2 A WARNING - Vertfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. " Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI1. and securely seat. 1 3 x/16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q -z c2-3 WEBS G� 4 3. Provide copies of this truss design to the building o: designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate I �,� 3 ' 3 � other interested parties. Por 0 - 1/16" from outside O 0- 19 v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7 -e csa c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: le[ ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss n155 ype — Ply SHAWN & AMY HAYSE HAYSE AH7 CAL HIP 1 820441111 1 Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 SPACING 2-0-0 6.200 s Jul 13 2005 MiTek IndusVies, 1,ic. Fri Mar 10 10:21:55 2006 Page 1 DEFL 15-11-11 26-5-4 Ud ,1-64 5.1.9 i 9-8-11 14.3-12 15-6-1218441 23-7-12 26-0-5 31-7-1 36.6-4 1 42-M 43-6-0 1.6-0 5-1.9 4-7-1 4-7-1 1-3-0 24-9 5-3-8 24-9 5.1-13 4-114 5-5-12 1-0-0 Scale= 1:107.7 360 04-15 1.5x4 11 04-15 Lumber Increase 1.5x4 II 5x5 % 5x5 6.00 12 5x5 i 8 11 3x10 = 28 27 26 25 24 31 23 22 21 20 19 3x10 = 1.5x4 II 3x4 = 3x4 = 6x6 = 3x8 I I 3x4 = 1.5x4 II 3x818=44 5x5 = 6x6 = Ir4 12 5-1-9 i 9.8-11 14-3-12 15.6-12 23-7430 = 26-54 1 3x4 31.7-1 36-64 42-M 5-1-9 4-7-1 4-7-1 1-3-0 2-9-8 5-3-8 2-9-8 4-2.5 4-114 5.5-12 0-11.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.21 Vert(LL) -0.16 23-24 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) . -0.28 23-24 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.12 17 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 301 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X4 DF No.1 &Btr G *Except* 23-24 2 X 6 DF No.2 G WEBS 2 X 4 DFSlid G REACTIONS (Ib/size) 2=1625/0-3-8,17=1625/0-3-8 Max Harz 2=-1 08(load case 3) Max Uplift2=-156(load case 5), 17=-156(load case 5) BRACING TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s): 10, 29, 30, 7, 13 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3001/179, 3-4=-2672/217, 4-5=-2319/242, 5-6=-2131/257, 6-8=-1166/63, 6-7=-980/236, 7-9=-980/236, 9 -10= -1003/234,10-12=-978/234,12-13=-956/236,13-14=-955/236,11-14=-1 150/65,14-15=-2282/253,15-16=-2628/221, 16-17=-2997/182,17-18=0/34,8-11=-980/76 BOT CHORD 2-28=-50/2607, 27-28=-50/2607, 26-27=-4/2339, 25-26=0/2023, 24-25=0/1891, 24-31=0/1890, 23-31=0/1890, 22-23=0/1890, 21-22=0/1958, 20-21=0/2294, 19-20=-49/2603, 17-19=-49/2603 WEBS 3-28=0/143, 3-27=-314/56, 4-27=0/259, 4-26=-471/89, 5-26=-29/353, 5-25=-260/83, 6-25=-58/49, 25-29=-55/288, 10-29=-57/301, 24-29=0/253, 23-30=0/223, 10-30=-55/258, 22-30=-55/244, 14-22=-116/43, 14-21=-47/313, 15-21=-488/98, 15-20=0/281, 16-20=-358/63, 16-19=0/159, 7-29=0/243, 13-30=0/214, 8-9=0/319, 11-12=0/299 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-M on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 pFESS/pN�! 4 CO 0) a m LU C 05433 Son March 13,2006 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. _Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. 0-'/ia t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Q -z c2 -s materials on inadequately braced trusses. WEBS cro 4 3. Provide copies of this truss design to the building 1 0other designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate m �,a �� 3 interested parties. p PF0 -'/16" from outside czi 3 M 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7 -e csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate k 1114© 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE 820441111 HAYSE AH7 CAL HIP ,I 1 I � Job Reference (optional) NUK (.;AL LUMr3tK, MAKY5VILLt,f:A 95901 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-6=-52, 6-8=-52, 11-14=-52, 14-18=-52, 2-17=-20, 8-11=-52 Concentrated Loads (lb) Vert: 31=-75(F) 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Mar 10 10:21:55 2006 Page 2 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 le Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive,Madison,Wl 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. x/16 t 8 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c,-z c2-3 WEBS c,,4 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate w,� 3` 3 other interested parties. plates 0 -/ia" from outside O a �,w U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 csa cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings U]J 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Jeb Truss Truss Type Qty Ply SHAWN 8, AMY HAYSE 3xd4:4.4 56 = 6x6 = 2g44=F2 5-1-9 , 9-8-11 , 14-3-12 15-6.12 23.7 -,26-5-0 354 zS1-7-1 36-6-4 42-M T 820441112 HAYSE AH8 CAL HIP 1 1 Plate Offsets (X,Y): 12:0-0-7,Edge1 14:0-2-8,0-3-01, 116:0-2-0,0-2-81 117:0-2-8 0-3-01, 119:0-0-7,Edgel f25:0-2-4,0-3-01, [26:0-2-4,0-3-01 LOADING (psf) SPACING 2-6-0 CSI DEFL in (loc) I/defl L/d Job Reference (optional) NOR CAL LUMBER. MARYSVILLE,CA 95901 - - 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:21:56 2006 Page 1 15-11-11 26-5-4 ,1-64 5.1.9 9.8-11 i 14-3-12 15-6-1218-0� 23-7-12 6-0-5„ 31-7-1 i 36.64 42-M 4a-6-0 1.6-0 5-1-9 4-7-1 4-7-1 1-3-0 2.4-9 5-34.5x4 I? -4-9 5-1-13 4-114 5-5-12 1.6-0 Scale = 1:113.8 0-4-15 1.5x4 11 0-4-15 5x5 = 5x5 = 1.5x4 II 1.5x4 II 6.00 12 3x4 = IM 1iQM 00 4x10 = 30 29 28 27 26 33 25 24 23 22 21 4x10 = 1.5x4 II 3x4 = 3x4 = 6x6 = 3x8 11 3x4 = 1.5x4 11 3xd4:4.4 56 = 6x6 = 2g44=F2 5-1-9 , 9-8-11 , 14-3-12 15-6.12 23.7 -,26-5-0 354 zS1-7-1 36-6-4 42-M T 5-1-9 4-7-1 4-7-1 1-3-02-9-8 5-3-8 2-9-8 4-2.5 4-11.4 5-5-12 0-11.8 Plate Offsets (X,Y): 12:0-0-7,Edge1 14:0-2-8,0-3-01, 116:0-2-0,0-2-81 117:0-2-8 0-3-01, 119:0-0-7,Edgel f25:0-2-4,0-3-01, [26:0-2-4,0-3-01 LOADING (psf) SPACING 2-6-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.34 Vert(LL) -0.20 25-26 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.35 25-26 >999 240 BCLL 5.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.15 19 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 303 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G 'Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 25-26 2 X 6 DF No.2 G JOINTS 1 Brace at Jt(s): 11, 31, 32, 7, 15 WEBS 2X4DFStd G REACTIONS (Ib/size) 2=2043/0-3-8,19=2043/0-3-8 Max Harz 2=-143(load case 3) Max Uplift2=-236(load case 5), 19=-236(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-3777/312, 3-4=-3366/361, 4-5=-2924/393, 5-6=-2689/411, 6-8=-1482/167, 8-10=-31/0, 6-7=-1226/297, 7-9=-1226/297, 9-11=-1254/294, 11-13=-1222/293, 13-15=-1196/295, 15-16=-1194/296, 12-14=-31/0, 12-16=-1462/169, 16-17=-2878/406, 17-18=-3311/366, 18-19=-3771/317, 19-20=0/42, 8-34=-1249/219, 34-35=-1249/219, 12-35=-1249/219 BOT CHORD 2-30=-140/3282, 29-30=-140/3282, 28-29=-86/2947, 27-28=-12/2553, 26-27=-3/2391, 26-33=-0/2389, 25-33=-0/2389, 24-25=-3/2390, 23-24=0/2471, 22-23=-77/2891, 21-22=-139/3276, 19-21=-139/3276 WEBS 3-30=0/179, 3-29=-393/68, 4-29=0/324, 4-28=-589/110, 5-28=-34/440, 5-27=-325/94, 6-27=-67/64, 27-31=-62/359, 11 -31= -65/376,26 -31=0/309,25 -32=0/271,11 -32= -76/328,24 -32=-74/310,16-24=-145/51,16-23=-54/392,17-23=-610/122, 17-22=0/351, 18-22=-449/77, 18-21=0/199, 7-31=0/296, 15-32=0/264, 8-9=0/387, 12-13=0/361 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. I porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down at 21-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design vclid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 1 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely seat. or X -bracing, is always required. See BCSI1. /16 t TOP CHORDS 3 2. Never exceed the design loading shown and never stack Q -z c2-3 materials on inadequately braced trusses. WEBS �, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 *,�' 3 cc other interested parties. 0011) plates 0 - 1/16" from outside O gab T v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 07$ C6-' °� embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96048, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MiTek® 'DSB-89: Design Standard for Bracing, BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE 820441112 HAYSE AH8 CAL HIP 1 1 i Job Reference (optional) NUK L:AL LUMkStH, MAKYSVILLt,(:A 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:56 2006 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-6=-65, 6-8=-65, 8-10=-65, 12-14=-65, 12-16=-65, 16-20=-65, 2-19=-25, 8-34=-25, 34-35=-65, 12-35=-25 Concentrated Loads (lb) Vert: 33=-75(F) A WARNING - Veryfj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 1 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onoffio Drive, Madison, WI 53719. i- ;. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal • Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 1116 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2-3 WEBS cv 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate M �3 ��� 3 0 interested parties. platesother 0 -/�a° from outside V 4. Cut members to bear tightly against each other. edge of truss. " 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are c� a csa css BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector laces. P the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint lip approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. 'Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss7.1-E e Qty Ply SHAWN 8 AMY HAYSE 8204411131 HAYSE Bit 1 1 TC 0.38 Vert(LL) -0.09 8-9 r 360 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:56 2006 Page 1 i -1-6-0 7-3-4 14-0-0 20-8-12 28-0-0 29-6-0 1.6.0 7-3-4 6-8-12 6.8-12 7-3-4 1-6-0 Scale = 1:52.5 5x5 = :sxti = 10 9 8 3x6 = 1.5x4 II 5x8 = 1.5x4 II 7-3-4 14-M 20.8-12 28-0-0 i 7-3-4 6-8-12 6-8-12 7-3.4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.38 Vert(LL) -0.09 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.16 8-9 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 123 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2X4DFStdG REACTIONS (Ib/size) 2=1083/0-3-8,6=1083/0-3-8 Max Harz 2=80(load case 4) Max Uplift2=-127(load case 5), 6=-127(load case 5) BRACING TOP CHORD Sheathed or 4-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1616/104, 3-4=-1097/142, 4-5=-1097/142, 5-0=-1616/104, 6-7=0/17 BOT CHORD 2-10=0/1437,9-10=0/1437.8-9=0/1437,6-8=0/1437 WEBS 3-10=0/208, 4-9=-28/631, 5-8=01208,3-9=-522/101, 5-9=-522/101 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OQRpFESS/pN� CO��ER S r/NG) c� Q m cc C Q.A.96433 r", MWU March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/e *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 0-1/16 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c,-z g 4 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate Z23 M �,3 � other interested parties. plates 0 -/ia° from outsidev4. O Cut members to bear tightly against each other. edge of truss.5. Place plates on each face of truss at each joint and 7-8ce-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the ' The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y Y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. ° if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings u1i 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss nus Type city P y SHAWN & AMY HAYSE (loc) I/deft Ud PLATES GRIP 820441114 HAYSE B11D HOWE 1 1 >999 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 9590 9T1 0 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:57 2006 Page 1 -1.6-0 7-3-4 14-0-0 20-8-12 28-M 29-" 1.6-0 7-3-4 6-8-12 6-8-12 7-3.4 1.6-0 Scale = 1:52.5 5x5 = 3x8 = 10 9 8 3x8 = 1.5x4 II 5x8 = 1.5x4 II 7-3.4 14-0-0 20-8-12 28-" 7-3-4 6.8-12 6-8-12 7-3-4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.56 Vert(LL) -0.10 8-9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.17 8-9 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 1231b LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2X4DFStdG REACTIONS (Ib/size) 2=1083/0-3-8,6=108310-3-8 Max Harz2=80(load case 10). Max Uplift2=-938(load case 12), 6=-938(load case 13) Max Grav2=1894(load case 7), 6=1894(load case 6) BRACING TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-" cc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-2927/1415, 3-4=-1527/572, 4-5=-1527/572, 5-6=-2927/1415, 6-7=0/17 BOT CHORD 2-10=-115312601,9-10=-361/1810,8-9=-361/1810,6-8=-1153/2601 WEBS 3-10=0/208, 4-9=-28/631, 5-8=0/208, 3-9=-535/114, 5-9=-535/114 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed for a total drag load of 3200 Ib. Connect truss to resist drag loads along bottom chord from 0-M to 28-M for 114.3 pff. LOAD CASE(S) Standard T Io March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suits #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 1 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI 1. and securely seat. 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. cl•z c2-3 WEBS, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 ��� 3 � other interested parties. plates 0 - 1/16" from outside O O_ V 4. Cut members to bear tightly against each other. edge of truss. 0- 5. Place plates on each face of truss at each joint and c7-8 cea c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING . 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. V�®a Job Truss Truss Type QtyI Ply SHAWN & AMY HAYSE in (loc) I/deft Ud PLATES GRIP 820441115 HAYSE BH1 CAL HIP 1 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:21:58 2006 Page 1 -1.6-0 3-11-5 7.6-12 7-11,11 11-10-4 16-1-12 20-0-5 2q -So 24-0-11 28-M 29-6-0 1.6-0 3.11-5 3-7-7 0415 3-10-9 4-3-8 3-10.9 0-4-15 3-7-7 3-11-5 1$-0 Scale = 1:51.9 5x8 = 1.5x4 II 3x8 = 5x5 oxo — 10 u10 l4 19 13 Zu 12 11 3X8 = 3x4 II 3x4 = 7x8 = 3x4 11 3x8 = 3x4 11 3-11.5 7-0-12 11-10-4 16-1-12 20-5.4 24-0-11 28-M 3-11-5 3-7-7 4-3-8 4-3-8 4-3-8 3-7-7 3-11.5 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.27 Vert(LL) -0.12 13-14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.20 13-14 >999 240 BCLL 5.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 321 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 6 DF No.2 G WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 2=2594/0-3-8,9=2594/0-3-8 Max Harz 2=46(load case 4) Max Uplift2=-340(load case 5), 9=-340(load case 5) BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-5069/655, 34=-4744/751, 4-5=-5214/829, 5-17=-5214/829, 6-17=-5214/829, 6-7=4269/714, 7-8=-4744/751, 8-9=-5069/655, 9-10=0/19 BOT CHORD 2 -16= -525/4523,15 -16= -525/4523,15 -18=-564/4301,14-18=-564/4301,14-19=-656/5214,13-19=-656/5214, 13-20=-656/5214,12-20=-656/5214,11-12=-505/4523,9-11=-505/4523 WEBS 3-16=0/270, 3-15=-238/0, 4-15=0/397, 4-14=-168/1265, 5-14=-532/202, 6-14=-51/51, 6-13=0/312, 6-12=-1290/172, 7-12=0/1162, 8-12=-238/0, 8-11=0/270 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise'indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to Wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Provide adequate drainage to prevent water ponding. I 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 451 Ib down and 202 Ib up at 20-3.8, and 451 Ib down and 202 Ib up at 7-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued or, page 2 �OQROFESS/pNgl S r�Nc�Fc2 W C 046433 T March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the.overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/d *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal - Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 1/16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C1-2 C2-3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For4 x 2 orientation, locate �,� 3��� >Z�IA4 other interested parties. plates 0 -'/16' from outside O a U4. Cut members to bear tightly against each other. edge of truss.5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are C7 -a Csa BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector laces. P the environment in accord with.ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) Occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings Occur. 16. Install and load vertically unless indicated otherwise. -Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI 1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type tyPly SHAWN 8 AMY HAYSE 820441115 HAYSE BH1 CAL HIP— 1 2 Job Reference (optional) NUR U LU -M. -TD V ILLC.I A auau I ti.200 s JUI 13 2005 MI r ex Inaustnes, Inc. Fn Mar 10 10:21:55 2006 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-4=-52, 4-7=-126, 7-10=-52, 2-9=-63(F=-43) Concentrated Loads (lb) Vert: 4=-451 7=-451 A WARNING - Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporotlon of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719. ..Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/d *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated, 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI1. and securely seat. t 3 /16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C7-2 C2-3 WEBS 4 3. Provide copies of this truss design to the building Oz ' designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate m cc �,,, 3 a other interested parties. PF0 -/ie" from outside O a v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and C7 -e C6-7 Cs s embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 1946 at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss 4-11-5 9-6-12 Qty ly SHAWN &AMY HAYSE820441116 Frusse 23-0.11 HAYSE BH2 1 1 Job Reference (optional) NUR CAL LLIMlJLK. MARY5VILLE,GA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:21:59 2006 Page 1 1 -1-6-0 4-11-5 9.6-12 9-11,11 14-M 18-0-5 18.50 23-0-11 28-M 29-" 1-" 4-11-5 4-7-7 0-4-15 4-0.5 4-0-5 0.4-15 4-7-7 4-11-5 1-0-0 Scale = 1:51.9 5x8 = 1.5x4 II 5x8 = sx0 — 14 13 12 11 10 3x6 = 1.5x4 11 5x5 = 3x8 = 3x4 = 1.5x4 II LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1083/0-3-8, 8=1083/0-3-8 Max Horz2=56(load case 4) Max Uplift2=-127(load case 5), 8=-127(load case 5) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1779/115, 3-4=-1463/142, 4-5=-1461/176, 5-6=-1461/176, 6-7=-1463/142, 7-8=-1779/115, 8-9=0/17 BOT CHORD 2-14=-33/1577, 13-14=-33/1577, 12-13=0/1320, 11-12=0/1320, 10-11=-17/1577, 8-10=-17/1577 WEBS 3-14=0/141, 3-13=-291/65, 4-13=0/230, 4-12=-41/282, 5-12=-223/63, 6-12=-41/282, 6-11=0/230, 7-11=-291/65, 7-10=0/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �OQRpF ESS/pN�l S. C m IX C 0464331 rT a March 13,2006 A WARNING - Veryij design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Addltlonol temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricalion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. 4-11-5 9-6-12 14-0-0 18-5-4 23-0.11 28-0-0 4-11-5 4-7-7 4-5-4 4-5-4 4-7-7 4-11-5 Plate Offsets (X,Y): [4:0-4-0,0-1-41, [6:0-4-0,0-1-41, [13:0-2-8,0-3-01 LOADING (psfl SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.19 Vert(LL) -0.07 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.13 12-13 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.05 8 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1083/0-3-8, 8=1083/0-3-8 Max Horz2=56(load case 4) Max Uplift2=-127(load case 5), 8=-127(load case 5) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1779/115, 3-4=-1463/142, 4-5=-1461/176, 5-6=-1461/176, 6-7=-1463/142, 7-8=-1779/115, 8-9=0/17 BOT CHORD 2-14=-33/1577, 13-14=-33/1577, 12-13=0/1320, 11-12=0/1320, 10-11=-17/1577, 8-10=-17/1577 WEBS 3-14=0/141, 3-13=-291/65, 4-13=0/230, 4-12=-41/282, 5-12=-223/63, 6-12=-41/282, 6-11=0/230, 7-11=-291/65, 7-10=0/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �OQRpF ESS/pN�l S. C m IX C 0464331 rT a March 13,2006 A WARNING - Veryij design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Addltlonol temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricalion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. ,.,Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X -bracing, is always required. See BCSI1. 0-'/,a t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. WEBS, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 5 �,� 3 �,�� 9 cr other interested parties. i plates 0 - '/16° from outside O U 4. Cut members to bear tightly against each other. edge of truss. n 5. Place plates on each face of truss at each joint and c7 -e csa CS -6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. - responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur, Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: -Ell .ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. ' BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss sype ty Py SHAWN 8 AMY HAYSE820441117 HAYSE BH3 T—rus— AL HIP 1 1 PLATES GRIP TCLL 16.0 Plates Increase I IJob Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 M i1 0 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:00 2006 Page 1 -1-6-0 4-11.5 9.6-12 9-11,11 14-0-0 18-0.5 18-5,4 23-0-11 28-" 29-" , 1-6-0 4-11-5 4-7-7 0-4-15 4-0-5 4-0-5 0-4-15 4-7-7 4-11-5 1.6-0 Scale = 1:51.9 4x8 \\ 3x6 = 16 15 14 13 12 3x6 = 1.5x4 11 5x5 = 3x8 = 3x4 = 1.5x4 11 4-11-5 9.6-12 _ , 14-0-0 18-5-4 23-0-11 28-0-0 4-11-5 4-7-7 4-5.4 4-5-4 4-7-7 4-11-5 LOADING(psf)SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.21 Vert(LL) 0.08 14 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.14 14-15 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 1451b LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-9-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 2=1128/0-3-8,10=1128/0-3-8 Max Horz2=-70(load case 3) Max Uplift2=-213(load case 5), 10=-213(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-1877/300, 3-4=-1564/334, 4-5=-29/0, 4-17=-1535/425, 6-17=-1535/425, 6-18=-1535/425, 7-18=-1535/425, 7-8=-29/0,7-9=-1564/334.9-10=-1877/300, 10-11=0/17 BOT CHORD 2 -16= -191/1663,15 -16= -191/1663,14 -15=-142/1411,13-14=-137/1411,12-13=-181/1663,10-12=-181/1663 WEBS 3-16=0/141, 3-15=-289/56, 4-15=0/229, 4-14=-55/290, 6-14=-185/63, 7-14=-55/290, 7-13=0/229, 9-13=-289/56, 9-12=0/141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members._ LOAD CASE(S) Standard March 13,2006 A WARNING - Verii[N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Addttlonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ;-Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. U 1/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Q -z materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate U �,3� VM3 other interested parties. plates 0 - 1/16" from outside O a s L)5. 4. Cut members to bear tightly against each other. edge of truss, Place plates on each face of truss at each joint and c7 -e c embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur, Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: .ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko ' DSB-89: Design Standard for Bracing. BCSI 1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss ru55 ,pe Qty Ply SHAWN & AMY HAYSE 16.0 Plates Increase 1.10 TC 0.14 820441118 HAYSE CG1 MONO TRUSS 1 1 5.0 Rep Stress Incr NO WB 0.00 i Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 1-7-8 3-8-7 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:00 2006 Page 1 1.5x4 II LOADING(psf) SPACING 2-M CSI TCLL 16.0 Plates Increase 1.10 TC 0.14 TCDL 10.0 Lumber Increase 1.25 BC 0.04 BCLL 5.0 Rep Stress Incr NO WB 0.00 BCDL 5.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 6 DF No.2 G WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 2=117/0-3-8,5=57/0-1-8 Max Harz 2=-105(load case 3) Max Uplift2=-91(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0119,2-3=0/83,34=0/2,3-5=-7419 BOT CHORD 2-5=0/62 3-8-7 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 220/195 Vert(TL) -0.00 2 >999 240 Horz(TL) 0.00 5 n/a n/a Weight: 18 Ib BRACING TOP CHORD Sheathed or 3-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Scale = 1:12.7 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 �QF ESS/p Uniform Loads (plf) COQ Vert: 1-2=-52, 3-4=32(F=52) �R S. Trapezoidal Loads (plf) Vert: 2=10(F=15, B=15}to-5=-66(F=-23, B=-23) C IX C 0 433 rn, March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 1 Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI1 Building Component M iTe k Safety Inlormation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. �= SymbolsNumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ 1< *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal • and securely seat. or X-bracing, is always required. See BCSI1. 0 '/,a" t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q-z c2-3 WEBS c� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� ��� 3 cr other interested parties. plates 0 - �/i6" from outside 0 0- �,� U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-e csa cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND'THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. - Job Truss Truss TypePly DEFL in (loc) I/deft Ud SHAWN 8 AMY HAYSE TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.09 10-11 >999 360 820441119 HAYSE CH1 CAL HIP 1 1 BCLL 5.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 7 n/a n/a Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:01 2006 Pagel r -1-6-0 I 2-11-12 3-4.11 6-0-15 10-2-1 134-5 13-9 f 16-9-0 18-3-0 r 1-" 2-11-12 0-4-15 3-2-0 3-7-3 3-24 0-4-15 2-11-12 1$-0 Scale = 1:33.1 5x8 = 1.5x4 II 3x8 = 5x5 6.00 Fl2 3 3x4 11 3x8 = 3x4 11 3x4 = i 2-11-12 6-0-15 10-2-1 13.9-0 16-9-0 2-11-12 3.7-3 3-7-3 3-7-3 2-11-12 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.09 10-11 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.15 10-11 >999 240 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BCLL 5.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) S- rNc 2 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-4-10 oc purlins. BOT CHORD 2 X 6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2X4DFSid G REACTIONS (Ib/size) 2=881/0-3-8,7=881/0-3-8 Max Harz 2=-22(load case 3) Max Uplift2=-137(load case 5), 7=-137(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-1635/124, 34=-2259/202, 4-13=-2259/202, 5-13=-2259/202, 5.6=-1405/122, 6-7=-1620/118, 7-8=0/37 BOT CHORD 2-12=-47/1463, 12-14=-53/1453, 11-14=-53/1453, 11-15=-122/2292, 10-15=-122/2292, 10-16=-122/2292, 9-16=-122/2292, 7-9=-25/1449 WEBS 3-12=0/131, 3-11=-85/885, 4-11=-232/76, 5-11=-51/15, 5-10=0/140, 5-9=-966/101, 6-9=0/420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 if end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members, 6) Girder carries hip end with 3-5-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 Ib down and 25 Ib up at 13-7.8, RQFESS/0 OQ and 57 Ib down and 25 Ib up at 3-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) loads to the face S- rNc 2 section, applied of the truss are noted as front (F) or back (B). c LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 LUC 04 33 rn Uniform Loads (plf) Vert: 1-3=-52, 3-0=-07, 6-8=-52, 2-7=-28(F=-8) * E 1r�7 Concentrated Loads (lb) Vert: 3=-57 6=-57 TFn Al March 13,2006 A WARNING - Verltfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with Mftek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 9561019 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS"9 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat, or X -bracing, is always required. See BCSI1. x/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS S, -q 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 may, 9 other interested parties. PF0 - 1/16" from outside O o ^� v 4. Cut members to bear tightly against each other. - edge of truss. � a 5. Place plates on each face of truss at each joint and c7 -e csa ce-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE .CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section Of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: „ ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Miteke Connected Wood Trusses, JO toss fU55 Type City Ply SHAWN 8 AMY HAYSE Plates Increase 1.10 TC 0.22 TCDL 10.0 820441120 HAYSE CH2 CAL HIP i 1 YES WB 0.10 BCDL 5.0 1— _ Job Reference (optional) NOR CAL LUMBEF., MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:02 2006 Page 1 -1 -6-0 4-11-12 5.4.11 8.4.8 114-5 11.91 16-9-0 18.3-0 i 1-0-0 4-11-12 0-4-15 2-11-13 2-11.13 0-4-15 4-11-12 1-0-0 Scale = 1:33.1 5x8 = 1.5x4 II 5x8 = 1.5x4 II 3x8 = 1.5x4 11 4-11-12 84-8 11-9-4 16-9-0 i 4-11-12 3.4-12 3-4.12 4-11-12 LOADING (psf) SPACING 2-M CSI TCLL 16.0 Plates Increase 1.10 TC 0.22 TCDL 10.0 Lumber Increase 1.25 BC 0.18 BCLL 5.0 Rep Stress Incr YES WB 0.10 BCDL 5.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DFSlid G REACTIONS Ilb/size) 2=678/0-3-8, 6=678/0-3-8 Max Harz2=-33(load case 3) Max Uplift2=-101(load case 5), 6=-101(load case 5) DEFL in (loc) 1/deft Ud PLATES GRIP Vert(LL) -0.03 9 >999 360 MT20 220/195 Vert(TL) -0.05 9 >999 240 MiTek® Horz(TL) 0.02 6 n/a n/a Weight: 72 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17, 2-3=-943/59, 3-4=-1000/107, 4-5=-1000/107, 5-6=-943/59, 6-7=0/17 BOT CHORD 2-10=0/847,9-10=0/842,8-9=0/842,6-8=0/847 WEBS 3-10=0/124, 3-9=-27/238, 4-9=-169/48, 5-9=-27/238, 5-8=0/124 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. N cb N M Io LOAD CASE(S) Standard �oQ�pFESS/pN9 S C,�Q���R Q Q m IX C N6433 T ©Ws�;02M March 13,2006 A WARNING - Verijg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valld for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 MT Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlterla, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek® :...Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. 0-1/16. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1•2 c2-3 materials on inadequately braced trusses. WEBS c,_ 4 3. Provide copies of this truss design to the building 0 Pr designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 ��` 3 ¢ other interested parties. PFlaces 0 -'/r6" from outside a 6 O v 4. Cut members to bear tightly against each other. edge of truss. O rL 5. Place plates on each face of truss at each joint and c7.e C6-7css embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector later. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 191% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orSOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate s © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type ty Ply SHAWN & AMY HAYSE (loc) I/defl Ud PLATES GRIP 820441121 HAYSE CH3 CAL HIP 1 1 >999 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NUR CAL LUMBEP., MARY5VILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:02 2006 Page 1 -1-6-0 4-11-12 5r4-1,1 8.4-8 11-4-5 1,{1_911 16-9-0 18-3-0 1-" 4-11-12 0-4-15 2-11-13 2-11-13 0-4-15 4-11-12 1-6-0 Scale = 1:33.1 1.5x4 II 3x8 = 1.5x4 II 4-11-12 84-8 11-9-4 16-9-0 i LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.21 Vert(LL) 0.04 11 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.06 11 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 78 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=723/0-3-8,8=723/0-3-8 Max Harz2=-46(load case 3) Max Uplift2=-187(load case 5), 8=-187(load case 5) BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-1136/267, 3-4=-58/0, 3-13=-1098/407, 5-13=-1098/407, 5-14=-1098/407, 6-14=-1098/407, 6-7=-58/0, 6-8=-1136/267, 8-9=0/34 BOT CHORD 2-12=-144/975,11-12=-147/969,10-11=-1421969,8-10=-139/975 WEBS 3 -12=0/139,3-11=-111/236,5-11=-140/119.6-11=-112/236,6-10=0/139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.D psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches ex!st, they are not exposed to Wind. The lumber DOL increase is 1.33, and the plate grip.increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASES) Standard March 13,2006 A WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 4109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of Individual web members only. Addmonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/n *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal •- Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. '/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q-2 c2-3 0WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate � �,� 3 , ' 3 � other interested parties. plates 0 -'/16° from outside O U 4. Cut members to bear tightly against each other. edge of truss. o a. 5. Place plates on each face of truss at each joint and c7 -e csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice ' 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. .Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, I Installing & Bracing of Metal Plate k 14:1 X61 © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type ty Ply=R.,e HAYSE (loc) I/deft Ud PLATES GRIP TCLL 16.0 R20441122 HAYSE CHG CAL HIP 1 9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:03 2006 Page 1 4-2-9 7-54 7-10-3 8-10-13 9-3-12 12.6-7 16.9-0 4-2-9 3-2-11 0.4-15 1-0-10 0.4-15 3-2-11 4-2-9 Scale = 1:29.6 5x8 = 5x5 i 5x6 = 3x4 II 3x4 = 3x8 = 3x4 II 3x6 = 4-2-9 7-54 9.3-12 12.6-7 16-9-0 4-2-9 3-2-11 1-10.8 3.2-11 4-2-9 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.12 Vert(LL) -0.03 9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.05 9 >999 240 BCLL 5.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Simplified) Weight: 91 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 6 DF No.2 G WEBS 2X4DFStdG REACTIONS (Ib/size) 1=881/0-3-8.6=881/0-3-8 Max Harz 1=-37(load case 3) Max Upliftl=-55(load case 5), 6=-55(load case 5) BRACING TOP CHORD Sheathed or 5-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1470/91, 2-3=-1114/108, 3-4=-1001/124, 4-5=-1114/108, 5-6=-1470/91 BOT CHORD 1-10=-46/1312, 9-10=-46/1312, 8-9=-0/1001, 7-8=-46/1312, 6-7=-46/1312 WEBS 2-10=0/201, 2-9=-358/56, 3-9=-10/333, 3-8=-00/60, 4-8=-8/330, 5-8=-358/56, 5-7=0/201 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph Winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has, been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in span(s): 4-0-0 from 0-M to 16-9-0 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-3=-52, 3-4=-52, 4-6=-52,1-6=-55(F=-35) March 13,2006 A WARNING - Verb design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely Seat. t 3 D 1/" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q-2 c2-3 WEBS q� 4 3. Provide copies of this truss design to the building O designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,, 3 �� 3 Ir other interested parties. PF0 - 1/16" from outside 0 (L T v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7 -e csa C embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96'-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY fiAYSE in (loc) I/defl Ud 820441123 HAYSE CAJACK TC 0.11 1 1 2-4 >999 360 TCDL 10.0 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:22:04 2006 Page 1 3-5-0 3-11-1'' 1-6-0 3-5-0 0-6-131 LOADING(psfl SPACING 2-M CSI DEFL in (loc) I/defl Ud TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.00 2-4 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 3=79/0-1-8,2=234/0-3-8,4=32/0-1-8 Max Harz 2=1 1 0(load case 4) Max Uplift3=-28(load case 4), 2=-73(load case 4) Max Grav3=79(load case 1), 2=234(load case 1), 4=48(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-55/28 BOT CHORD 2-4=0/0 Scale = 1:14.0 0 PLATES GRIP MT20 220/195 Weight: 13 Ib BRACING TOP CHORD Sheathed or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard A WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for on Individual building component. Suite #109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack � c, -z materials on inadequately braced trusses. WEBSXM3 3. Provide copies of this truss design to the building Q designer, erection supervisor, property owner and all For4 x 2 orientation, locate M�,3 7� other interested parties. plates 0 -'/16' from outside a. �4. Cut members to bear tightly against each other. edge of truss. �5. Place plates on each face of truss at each joint and c7 -e c embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u1i (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 9F 16. Install and load vertically unless indicated otherwise. .:.Industry Standards: -ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty P y SHAWN 8 AMY HAYSE I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 820441124 HAYSE CJ2 JACK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 - 6.200 s Jul 13 2005 MiTek Industries. Inc. Fri Mar 10 10:22:04 2006 Page 1 -1$-0 3-5-0 5-11-11 1-0-0 3-5-0 2-0-11 4 3-5-0 Scale = 1:18.5 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.25 Vert(LL) -0.00 2-5 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-5 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 16 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G REACTIONS (Ib/size) 2=177/0-3-8,5=3210-1-8,3=244/0-1-8 Max Horz2=175(load case 4) Max Uplift3=-203(load case 4) Max Grav2=177(load case 1), 5=48(load case 2), 3=244(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-146/54,3-4=-58/0 BOT CHORD 2-5=0/0 BRACING TOP CHORD . Sheathed or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard 2 6 WARNING - Ver (N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite #109 Carus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. MiTek® ,- Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION ;- Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely Seat. t 3 0-'/,a TOP CHORDS 2. Never exceed the design loading shown and never stack Q-2 c2-3 materials on inadequately braced trusses. WEBS c3� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate X �3 ��` 3 � other interested parties. PF0 -/ia° from outside a �,� M 4. Cut members to bear tightly against each other. edge of truss. IL 5. Place plates on each face of truss at each joint and c7 -e csa csc embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in Welk 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: 'ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke bSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. ObrusS SPACING 2-M ty P y SHAWN &AMY HAYSEHAYSE in CJ3 7Tussype 1 1 I 820441125 Plates Increase 1.10 TC 0.25 Vert(LL) Job Reference (optional) NUK UAL LUMdtK, MAKYJVILLt,(;A U5SU1 R 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:05 2006 Page 1 3-5-0 5-0-8 7-11-11 1.6-0 3-5-0 2-1-8 2-5-3 5 LOADING(psf,. SPACING 2-M CSI DEFL in (loc) I/deft Ud TCLL 16.0 Plates Increase 1.10 TC 0.25 Vert(LL) -0.00 2-6 >999 360 TCDL10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-6 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G Io, PLATES GRIP MT20 220/195 Weight: 19 Ib BRACING TOP CHORD Sheathed or 3-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=225/0-3-8,6=32/0-1-8,3=39/0-1-8,4=261/0-1-8 Max Harz 2=21 0(load case 4) Max Uplift2=-25(load case 4), 4=-248(load case 4) Max Grav2=225(load case 1), 6=48(load case 2), 3=66(load case 3), 4=261 (load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-159123,3-4=-151/59,4-5=-58/0 BOT CHORD 2-6=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard Scale = 1:23.1 OQRpFESS/pN9 S. �Titi��F2z IX C 0464 3 T *\ EXP�',3 -W /* March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design vaild for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 0109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 9561019 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. ;.Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Q -z c2-3 materials on inadequately braced trusses. p 4 WEBS 3. Provide copies of this truss design to the building O designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,, 3 3 o other interested parties. p PF0 - 1/16" from outside U 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and c7-8 csa cs-e embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the ' The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96048, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but _ 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke ,DSB-89: Design Standard for Bracing. .BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qiy Ply SHAWN 8 AMY HAYSE in (loc) Udefl Ud 820441126 HAYSE CS1 JACK 1 1� 24 >999 360 TCDL 10.0 Job Reference (optional) NOR CAL LUMBER. MARYSVILLE,CA 95901 b.zuu s JUI 13 zuU6 ml I eK In6usrnes, Inc. rn mar lv i u:22:06 2006 rage i -1$-0 3-1-12 _ 3 � 1$-0 3-1-12 LOADING (psf,- SPACING 2-M CSI DEFL in (loc) Udefl Ud TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.00 24 >999 360 TCDL 10.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btf G BOT CHORD 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 3=52/0-1-8,2=215/0-3-8,4=29/0-1-8 Max Harz 2=96(load case 4) Max Uplift3=-13(load case 4), 2=-78(load case 4) Max Grav3=52(load case 1), 2=215(load case 1), 4=44(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0135,2-3=-47/17 BOT CHORD 2-4=0/0 BRACING TOP CHORD Sheathed or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard PLATES GRIP MT20 220/195 Weight: 11 Ib Scale: 1'=1' �OQROF ESS/C) �����ER S. tiNc�Fyc m Of C 0*433 *\ W.A41-47 /* March 13,2006 A WARNING - VerWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB$9 and BCSII Building Component M ITek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ;Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely Seat. t 3 116 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c,•z c2-3 WEBS S,, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all 4 * x 2 orientation, locate �,� 3 ,,�' other interested parties. plaFor tes 0 - '/16" from outside O a. v 4. Cut members to bear tightly against each other. edge of truss. Q_ 5. Place plates on each face of truss at each joint and c7-8 csa CS -6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or . BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. 820441127 HAYSE Iii IJACK -1.6-0 i 1-10-3 1-11,11 8-0-0 1-6-0 1-10-3 0-1-8 6-0-5 Scale = 1:15.4 6.00 ri2 3x4 = LOADING (psf; SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.17 2-4 >544 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.26 2-4 >363 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 161b LUMBER TOP CHORD 2 X 4 DF N0.1 &Btr G BOT CHORD 2 X 4 DF No.1&Btr G REACTIONS (lb/size) 3=6/0-1-8,2=249/0-3-8,4=78/0-1-8 ,�lax Harz 2=76(load case 4) .Max Uplift2=-64(load case 4) Max Grav3=17(load case 3), 2=249(load case 1), 4=117(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-42/7 BOT CHORD 2-4=0/0 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 3. LOAD CASE(S) Standard �oQRpFESS/pNq! S �r/Nc��22 (D Q m C 04;5433 T *\ EXZA,-�1-07. /* 13,2006 A WARNBVG - Verf fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design vclld for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI1. and securely seat. 3 0-x/14" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. cl-z cz-3 WEBS 4 3. Provide copies of this truss design to the building Cl designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 'other v �,, 3 aCc interested parties. plates 0 - 1/16" from outside 0 9 = 4. Cut members to bear tightly against each other. edge of truss, Q_ 5. Place plates on each face of truss at each joint and 07� C6-7°� OR embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI 1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. 'Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job 9 3x4 = 8-M 8-" russ ype ty Ply SHAWN & AMY HAYSE820441128 CSI T"'.0 (loc) I/deft Ud PLATES GRIP TCLL 16.0 HAYSE TC 0.13 JACK 1 1 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 Job Reference (optional) NUR GAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:07 2006 Page 1 8-M 11-11-11 15-11.11 19-11-11 1.6-0 8-M 3-11-11 4-M 4-0-0 8 Scale = 1:56.7 3x4 = 9 3x4 = 8-M 8-" LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 2-9 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-9 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 49 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 8=82/0-1-8, 2=366/0-3-8, 9=179/0-1-8, 4=210/0-1-8, 6=193/0-1-8, 7=238/0-1-8 Max Horz2=387(load case 4) Max Uplift8=-37(load case 4), 9=-6(load case 4), 4=-96(load case 4), 6=-86(load case 4), 7=-106(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-271/0, 3-4=-288/48, 4-5=-209/0, 5-0=-178/43, 6-7=-136/50, 7-8=-56/27 BOT CHORD 2-9=-83/188 WEBS 3-9=-214/94 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 9, 4, 6, 7. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 4, 6, 7. LOAD CASE(S) Standard �QRpFESSj �04 ����R s. r�ti��Fti2 0 Q m LU rn * o 46 Ex3 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valld for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ,:_.Symbols Numbering System AGeneral Safety Notes a PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1•2 c2-3 materials on inadequately braced trusses. WEBS c3,q 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate a �,� 3 ,�-' 3 � other interested parties. plates 0 -'/16" from outside P a 6 �'" � v 4. Cut members to bear tightly against each other. _ edge of truss. O a 5. Place plates on each face of truss at each joint and c7-8 �' °_ embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector laces. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, BEARING SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. _ Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, • Installing & Bracing of Metal Plate 114:111471© 2004 Mitek® Connected Wood Trusses. Ob Trussly CSI DEFL SHAWN & AMY HAYSE (loc) I/deft Ud PLATES GRIP 820441129 HAYSE J10S JACK 1 1, >557 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NUR CAL LUMBER. MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:07 2006 Page 1 8-0-0 11-11-11 15-11-11 19-11-11 i 8-" 3-11-11 4-M 4-M 7 3x4 = 3x4 = 8-0-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 1-8 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-8 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) Weight: 47 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4OFStd G REACTIONS (Ib/size) 7=82/0-1-8, 1=272/0-3-8, 8=193/0-1-8, 3=203/0-1-8, 5=195/0-1-8, 6=237/0-1-8 Max Harz 1=346(load case 4) Max Uplift7=-37(load case 4), 8=-19(load case 4), 3=-89(load case 4), 5=-88(load case 4), 6=-106(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-272/0, 2-3=-285/45, 3-4=-209/0, 4-5=-178/44, 5-0=-135/50, 6-7=-56/27 BOT CHORD 1-8=-108/215 WEBS 2-8=-244/122 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 8, 3, 5, 6. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 3, 5, 6. LOAD CASE(S) Standard Scale = 1:56.0 �OQ?,pF ESS/pNV S COT iNc��2z IX C 04633 T March 13,2006 A WARNING - VerVy design parameters and BEAD NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructlon Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS"9 and BCSII Building Component M iTe k Safety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSII . and securely Seat. t 3 116 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C74 C2-3 WEBS c3� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 3 6 cc oN other interested parties. Plates 0 - 1/16" from outside O a wpb " M 4. Cut members to bear tightly against each other. edge of truss. ° a 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are c7.8 Cs-' Css BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction Of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. u1i (supports) Occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Cty Ply SHAWN &AMY HAYSE I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 820441130 HAYSE AS JACK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.26 Job Reference (optional) NOR CAL LUMBER.. MARYSVILLE,CA 95901 1-10-3 1-11-1 1-10-3 0-1-8 6.00 FIT 3x4 = 6-0-5 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:08 2006 Page 1 Scale = 1:13.0 LOADING(psf)SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.03 Vert(LL) -0.17 1-3 >544 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.26 1-3 >363 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 14 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G REACTIONS (Ib/size) 1=124/0-3-8,2=46/0-1-8.3=78/0-1-8 Max Harz 1=34(load case 4) Max Uplift2=-23(load case 4) Max Grav 1=135(load case 2), 2=46(load case 1), 3=117(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-27/18 BOT CHORD 1-3=0/0 BRACING TOP CHORD Sheathed or 8-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard OQRpFESS/pN9 S COr�N��Ftic X C W433 T March 13,2006 A WARNING - Verify design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the PAL, � erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. -.- Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI 1. 0 x/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q -z c2 -s WEBS q,,q 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all ' * For 4 x 2 orientation, locate w,� 3` 3 other interested parties. plates 0 -'/ie" from outside O (L 31p6 v 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7"8 G6-' c� embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in Welk 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: 'ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE 1.10 TCDL 10.0 Lumber Increase 1.25 820441131 HAYSE J2 JACK 1 1 Code UBC97/ANSI95 1 r _ Job Reference (optional) NOR CAL LUMBEP., MARYSVILLE,CA 95901 6.00 12 3x4 = LOADING(psf;i SPACING 2-M TCLL 16.0 Plates Increase 1.10 TCDL 10.0 Lumber Increase 1.25 BCLL 5.0 Rep Stress Incr YES BCDL 5.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1 &Btr G 3-10-3 CSI TC 0.11 BC 0.34 WB 0.00 (Matrix) REACTIONS (Ib/size) 3=79/0-1-8,2=280/0-3-8,4=78/0-1-8 Max Harz 2=1 1 0(load case 4) Max Uplift3=-28(load case 4), 2=-50(load case 4) Max Grav3=79(load case 1), 2=280(load case 1), 4=117(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-55/28 BOT CHORD 2-4=0/0 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:09 2006 Page 1 0-1.8 3 DEFL in (loc) I/defl Ud Vert(LL) -0.17 24 >544 360 Vert(TL) -0.26 24 >363 240 Horz(TL) -0.00 3 n/a n/a 4-0-5 PLATES GRIP MT20 220/195 Weight: 19 Ib BRACING TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Scale = 1:15.4 �O9RpFESS/pN9 S C -0 T iNcFc��2 LU C 046,433 T *\ EX ".7 /*, OF 1T 0 March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI 1. and securely seat. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. p 4 WEBS 3. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate °° M �,., 3 , 3 o other interestedarties. p plates 0 - 1/16° from outside a tea° U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7 -e c6-7 csa embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19'k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type aty Ply SHAWN & AMY HAYSE Plates Increase 1.10 TC 0.14 Vert(LL) -0.17 1-3 >544 360 MT20 220/195 TCDL 10.0 820441132 HAYSE J2S JACK 1 1 WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code UBC97/ANS195 I . Job Reference (optional) NOR CAL LUMBER., MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:22:09 2006 Page 1 I 3-10-3111 1 8-0-0 3.10-3 2(I-1$ 4-0-5 3x4 = 3le = 1:14.1 I� 0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.14 Vert(LL) -0.17 1-3 >544 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.26 1-3 >363 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 8-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 1=17610-3-8,2=98/0-1-8,3=78/0-1-8 Max Harz 1=69(load case 4) Max Uplift2=-46(load case 4) Max Grav 1=176(load case 1), 2=98(load case 1), 3=117(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-53/37 BOT CHORD 1-3=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to Wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard �oQ?,pF ESS/pN9 S T/NcF��c X C 046633 T *\ t'v'4,01-u / /* �TF March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��@ Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the buliding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. U/1s t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 materials on inadequately braced trusses. WEZM3 3. Provide copies of this truss design to the building Cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,� other interested parties. plates 0 -/ib" from outside a Oz4. V Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 7-8 c embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job TrussS Ty--p—e— Qty Ply SHAWN 8 AMY HAYSE Plate Offsets (X,Y): [5:0-0-1,0-1-8] JJACK 820441133 HAYSE J3 1 1 DEFL in (loc) I/deft L/d PLATES GRIP I Plates Increase Job Reference (optional) � NOR UAL LUMtlCF, NWRYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. FriMar 10 10:22:10 2006 Pagel 1-6-0 5-11-11 4 2-0-5 Scale = 1:18.9 REACTIONS (Ib/size) 4=26/0-1-8,2=353/0-3-8,5=161/0-1-8 Max Harz 2=145(load case 4) Max Uplift4=-16(load case 4),2=-61 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-226/13,3-4=-32[7 BOT CHORD 2-5=-57/155 WEBS 3-5=-176/65 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard o9ROFESS/ON9 ������R S cz Of C 04fA33 T t *� E ,41-07. /* OF 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite »109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Infcrmatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. 8-0-0 Plate Offsets (X,Y): [5:0-0-1,0-1-8] LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.17 2-5 >557 360 MT21) 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-5 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 28 lb LUMBER BRACING TOP CHORD 2.X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 4=26/0-1-8,2=353/0-3-8,5=161/0-1-8 Max Harz 2=145(load case 4) Max Uplift4=-16(load case 4),2=-61 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-226/13,3-4=-32[7 BOT CHORD 2-5=-57/155 WEBS 3-5=-176/65 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard o9ROFESS/ON9 ������R S cz Of C 04fA33 T t *� E ,41-07. /* OF 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite »109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Infcrmatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and Securely Seat. t 3 0 '/" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C1-2 cz-a WEBS c, 4 b 3. Provide copies of this truss design to the building D: designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate w,� 3 ` 9 0 other interested parties. Plates 0 -/ie" from outside �p� U 4. Cut members to bear tightly against each other. edge of truss. IL 5. Place plates on each face of truss at each joint and c7 -e csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. 5.11-11 3 2-0.5 3x4 = 3x4 = 8-0-0 LOADING (psfl SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.17 1-4 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 14 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) Weight: 26 lb LUMBER TOP CHORD 2 X 4 DF No.l &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2X4DFStdG REACTIONS (Ib/size) 1=262/0-3-8,3=14/0-1-8,4=17910-1-8 Max Harz 1=104(load case 4) Max Uplift3=-5(load case 4), 4=-9(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-244/38,2-3=-37/2 BOT CHORD 1-4=-89/189 WEBS 2-4=-215/101 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Scale = 1:18.7 A WARNING - Ver{ design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design va Id for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criterla, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute,583 D'Onofrlo Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. /,e 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q-2 cz-s WEBS 4, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate ¢ other interested parties. plates 0 - 1/16" from outside O �,a° = � O 4. Cut members to bear tightly against each other. edge of truss. � 0 5. Place plates on each face of truss at each joint and c7 -e csa cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots, Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings Uk 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. .Job Truss Truss Type tY Ply SHAWN i# AMY HAYSE (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441135 HAYSE J4 JACK 1 1 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 Job Reference (optional) NOR UAL LUMBER, MAKYSVILLE,CA vou0l 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:112006 Page 1 1-6-0 7-11-11 0-0-5 8-M IT 0 Scale: 1/2"=1' LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.17 2-5 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-5 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l &Btr G TOP CHORD Sheathed or 6—M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2X4DFStdG REACTIONS (Ib/size) 4=81/0-1-8,2=373/0-3-8,5=190/0-1-8 Max Horz2=180(load case 4) Max Uplift4=-38(load case 4), 2=-53(load case 4), 5=-7(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-283/4,34=-54/27 BOT CHORD 2-5=-86/209 WEBS 3-5=-237/97 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard pFESS/0 Q- ER S.CIO QLU C 04675" M *\ EXPA-)!f.W /* March 13,2006 e WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrlcatlon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely Seat. t 3 l) x/16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q -z c2-3 WEBS qz, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3� 3 other interested parties. plates 0 - 1/16° from outside T M 4. Cut members to bear tightly against each other. edge of truss. ° Q_ 5. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are c7-8 c6-7 cs-e BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y SOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, R Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN R AMY HAYSE DEFL in (loc) I/deft L/d PLATES GRIP R20441136 HAYSE J4S JACK 1 Vert(LL) -0.17 1-4 >557 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NUM GAL LUMBER, NAMY5VILLE,L;A 95901 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Mar 10 10:22:12 2006 Page 1 7-11-11 3)-0-5 3x4 = 3x4 = 8-M Scale = 1:23.6 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.14 Vert(LL) -0.17 1-4 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-4 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 29 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DFSid G REACTIONS Ilb/size) 1=279/0-3-8,3=77/0-1-8,4=20310-1-8 Max Harz 1=138(load case 4) Max Uplift3=-34(load case 4), 4=-20(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/20,2-3=-56/25 BOT CHORD 1-4=-109/234 WEBS 2-4=-266/124 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �O9?,pFESS/ON-1 S. TjNc�F2 C C 046,0033 rn, *\ r-AJ��UI /* OF March 13,2006 A WARNING - Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicabil ty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 0-'/ia TOP CHORDS 2. Never exceed the design loading shown and never stack �{ Q -z c2-3 materials on inadequately braced trusses. c, 4 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,33 X other interested parties. plates 0 - 1/16" from outside O d g1p6 v 4. Cut members to bear tightly against each other. edge of truss. a. 5. Place plates on each face of truss at each joint and c7-8 csa ce-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 N. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job TrUss 2-M Qty Ply I SHAWN 8 AMY HAYSE in (loc) I/deft Ud 820441137 HAYS J5 JACK 1 1 IJob 2-6 >557 360 TCDL 10.0 Reference (optional) NOR GAL LUMBER, MARYSVILLE,GA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:12 2006 Page 1 -1-0-0 8-M 9-11-11 1.6-0 8-M 1-11-11 5 ons — 3x4 = LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud TCLL 16.0 Plates Increase 1.10 TC 0.14 Vert(LL) -0.17 2-6 >557 360 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-6 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=363/0-3-8,6=174/0-1-8,4=213/0-1-8 Max Harz2=238(load case 4) Max Uplift2=-13(load case 4), 4=-170(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-25310,3-4=-129/51,4-5=44/0 BOT CHORD 2-6=-56/181 WEBS 3-6=-205/64 PLATES GRIP MT20 220/195 Weight: 34 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. LOAD CASE(S) Standard Scale = 1:29.6 March 13,2006 A WARNING • Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane�® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 9561 0 M Is for lateral support of individual web members only. Addltlonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricoticn, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. .:Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI 1. x/16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack Q-zcz-3 materials on inadequately braced trusses. WEBS 5,,4 4 3. Provide copies of this truss design to the building a: designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 5 �3 �' 3 other interested parties. plates 0 -/i6" from outside o �,m " Oz � v 4. Cut members to bear tightly against each other. edge of truss. � 5. Place plates on each face of truss at each joint and 78 cs-, cs-e embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M Tek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate its]© 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply SHAWN 8 AMY HAYSE Plates Increase 1.10 TC 0.15 TCDL 10.0 820441138 HAYSE JSS JACK 1 1 YES WB 0.08 BCDL 5.0 Code UBC97/ANSI95 n/a Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. FriMar 10 10:22:13 2006 Pagel i 8-0-0 9-11-11 8-0-0 1-11-11 4 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 16.6 Plates Increase 1.10 TC 0.15 TCDL 10.0 Lumber Increase 1.25 BC 0.35 BCLL 5.0 Rep Stress Incr YES WB 0.08 BCDL 5.0 Code UBC97/ANSI95 n/a (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=26910-3-8,5=188/0-1-8,3=209/0-1-8 Max Harz 1=196(load case 4) Max Uplift5=-4(load case 4), 3=-166(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-262/0,2-3=-127/49,3-4=-44/0 BOT CHORD 1-5=-80/206 WEBS 2-5=-233/90 DEFL in (loc) I/deb Ud PLATES GRIP Vert(LL) -0.17, 1-5 >557 360 MT20 220/195 Vert(TL) -0.25 1-5 >371 240 Horz(TL) 0.00 5 n/a n/a Weight: 32 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Scale = 1:28.9 March 13,2006 e WARNING - VerjN design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Suite #109 Applicabll,ty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB49 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X -bracing, is always required. See BCSI1. U/16 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. WEBS Ca, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate o �,� 3 ,,�1 3 � O other interested parties. Plates 0 - 1/16" from outside tea° z U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 cs-a cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from Connector laces. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second Is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type city Ply SHAWN 8 AMY HAYSE in (loc) I/defl 820441139 HAYSE J6 JACK 1 I 1 Vert(LL) -0.17 2-6 Reference (optional) IVVKI.ALLUMFsER.MAItTJVILLE,I.A UDUUI 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:14 2006 Page 'I -1-6-0 8-0-0 11.11-11 1.6.0 8-" 3-11-11 5 3x4 = Scale = 1:35.0 IOT LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 2-6 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-6 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 37 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 5=77/0-1-8,2=364/0-3-8,6=176/0-1-8,4=235/0-1-8 Max Horz2=249(load case 4) Max Uplift5=-34(load case 4), 2=-14(load case 4), 6=-2(load case 4), 4=-107(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34.2-3=-256/0,3-4=-134/50,4-5=-55/26 BOT CHORD 2-0=-76/183 WEBS 3-6=-208/86 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 4. LOAD CASE(S) Standard �O9RpFESSrrCID ON9l S. CD m cc C 046,463 T *� EX."07 I* , OF March 13,2006 e WARNING - Verijy design parameters and HEAD NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MfTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Informatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. ':.Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. x/16 t TOP CHORDS 3 2. Never exceed the design loading shown and never stack Q -z c2-3 materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ' 3 other interested parties. plates 0 - 1/16° from outsidea0 O 3 U 4. Cut members to bear tightly against each other. edge of truss. o_ 5. Place plates on each face of truss at each joint and 7-8 csa css 0embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Typey DEFL SHAWN & AMY HAYSE floc) I/defi Ud PLATES GRIP 820441140 HAYSE J6S JACK 1 1� >557 360 MT20 220/195 TCDL 10.0 Job Reference (optional) NUK UAL LUMULK, MAKYJVILLt,UA 9b9Ul 0-1 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:14 2006 Page 1 6-0-0 11-11-11 8-0-0 3-11-11 4 3x4 = Scale = 1:34.3 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 1-5 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-5 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 35 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DFStclG REACTIONS (Ib/size) 1=270/0-3-8,4=78/0-1-8,5=190/0-1-8,3=22810-1-8 Max Harz 1=208(load case 4) Max Uplift4=-35(load case 4), 5=-16(load case 4), 3=-101 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-266/0,2-3=-131/48.3-4=-54/26 BOT CHORD 1-5=-101/210 WEBS 2-5=-238/114 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 3. LOAD CASE(S) Standard March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite 0109 Appllcablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 AR Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guldance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. - Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. x/14 t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack � c, -z materials on inadequately braced trusses. WEBSZM3 7 3. Provide copies of this truss design to the building 0= designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,3 ,other interested parties. 0 -/ib" from outsiderL Oplates 2 0 4. Cut members to bear tightly against each other. edge of truss. 0 rL 5. Place plates on each face of truss at each joint and 7 �OP embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector later. p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the • The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y SOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior "ip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. 9CSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type clty PlySHAWN & AMY HAYSE (loc) Udefl Ud PLATES GRIP 820441141 HAYSE J7 JACK 1 1 >557 360 I Job Reference (optional) NUK GAL LUM6EK, MAKYSVILLE,GA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:15 2006 Page 1 -1-0-0 8-0-0 11-11-11 13-11-11 16-0 8-0-0 3-11-11 2-0-0 6 q 3x4 = 3x4 = Ion Scale = 1:40.4 LOADING(psfl SPACING 2-M CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.17 Vert(LL) -0.17 2-7 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-7 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 40 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=368/0-3-8,7=181/0-1-8,4=19010-1-8,5=221/0-1-8 Max Harz2=309(load case 4) Max Uplift7=-9(load case 4), 4=-62(load case 4), 5=-179(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-266/0,3-4=-197/46,4-5=-133/51,5-6=-48/0 BOT CHORD 2-7=-88/193 WEBS 3-7=-219/100 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. LOAD CASE(S) Standard �OQ�.pF ESSIpN� S COr/Nc��c2 Of C 046A33 rn, * \ E"V07 J*, TF March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design vclid for use only with Mrrek connectors. This design is based only upon parameters shown, and is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive, Madison, WI 53719. :.Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and and Securely Seat. or X -bracing, is always required. See BCSI1. 0_111e 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS C�, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate other interested parties. plates 0 - 1/1e° from outside O z 0 4. Cut members to bear tightly against each other. edge of truss. Q_ 5. Place plates on each face of truss at each joint and c7-8 csa css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. ��� Job Truss RISS ype Qty P y SHAWN 8 AMY HAYSE (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 820441142 HAYSE J71 2-7 >557 360 1 1 Lumber Increase 1.25 (JACK Vert(TL) -0.25 �. I Job Reference (optional) � NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:16 2006 Page 1 -1-6-0 8-M 11-11-11 13.114 • 1.6-0 8-" 3-11-11 1-11.9 6 1 3x4 = 3x4 = Scale = 1:40.3 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.17 Vert(LL) -0.17 2-7 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-7 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=368/0-3-8,7=181/0-1-8,4=191/0-1-8,5=217/0-1-8 Max Harz 2=308(load case 4) Max Uplift7=-8(load case 4), 4=-03(load case 4), 5=-176(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-266/0, 34=-195/46, 4-5=-131/50, 5-0=-47/0 BOT CHORD 2-7=-88/193 WEBS 3-7=-219/99 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. LOAD CASE(S) Standard �O9RpFESS/pN-1 110 S r/�cF�2Z Q Q m IUJ IX 06433 � * P.A -,Tr-07 ,r. March 13,2006 A WARNING - Ver[ N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. � c,-i WEBSZM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate w,3� other interested parties. lates 0 - p /ib from outside O U4. Cut members to bear tightly against each other. edge of truss. a5. Place plates on each face of truss at each joint and c7-e c embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY. NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type Qty Ply SHAWN 1, AMY HAYSE I/defl Ud ' TCLL 16.1 Plates Increase 1.10 R20441143 HAYSE J75 JACK 1 i MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 IJob Reference(optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:16 2006 Page 1 8-M 11-11-11 i 13-11.11 8-0-0 3-11-11 2-0-0 5 3x4 = 3x4 = 8-M Ioi LOADING (psf,. SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.1 Plates Increase 1.10 TC 0.17 Vert(LL) -0.17 1-0 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-6 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 38 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=273/0-3-8,6=195/0-1-8,3=183/0-1-8,4=22210-1-8 Max Harz 1=267(load case 4) Max Uplift6=-22(load case 4), 3=-55(load case 4), 4=-180(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD .1-2=-276/0,2-3=-194/44,34=-133/51,4-5=-48/0 BOT CHORD 1-0=-113/220 WEBS 2-0=-249/128 BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard Scale = 1:39.8 �OQROFESS/C) S �T�,yc�Fc2 (D a m Of C 446433 r;n, *\ W(P. -K-o7 March 13,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 l Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. l . Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. � c, -z WEBSZM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate o �,3 W� other interested parties. plates 0 - 1/16" from outside O a U4. Cut members to bear tightly against each other. edge of truss. ORo_5. Place plates on each face of truss at each joint and cue c embectfully Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss Truss Type City Ply SHAWN 1, AMY HAYSE (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 820441144 HAYSE J8 JACK 1 1 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 i `I Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:17 2006 Page 1 1 -1.6-0 , 6-0-0 11-11-11 15-11-11 i-6-0 8-0-0 3-11-11 4-0-0 6 3x4 = M-0 Scale = 1:45.8 lot LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 2-7 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-7 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr G TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 OFStclG REACTIONS flb/size) 6=83/0-1-8,2=367/0-3-8,7=180/0-1-8,4=201/0-1-8,5=230/0-1-8 Max Harz 2=318(load case 4) Max Uplift6=-37(load case 4), 7=-5(load case 4), 4=-92(load case 4), 5=-103(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-264/0,3-4=-210/47,4-5=-133/47,5-6=-56/28 BOT CHORD 2-7=-81/191 WEBS 3-7=-216/93 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 7, 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4, 5. LOAD CASE(S) Standard �OQ?,pF ESS/CO pN�! Q UJ C 00433 r,,n March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lotercl support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibliity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPI1 Quality Crlterla, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. -Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ 14 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. o WEBS �,, 4 3. Provide copies of this truss design to the building Q designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 ,,�� 3 a: other interested parties. Plates 0 - 1/16" from outside O a. gyp° v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 07-8 CX' ° embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from Connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings u1i 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing, BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Trussy SPACING 2-M CSI DEFL SHAWN 1, AMY HAYSE (loc) I/deft L/d PLATES GRIP 820441145 HAYSE J8S JACK 1 1 1-6 >557 360 MT20 220/195 TCDL 10.0 IJob Reference (optional) IYVKI:ALLUMt3tK,MAK7JVILLt,(.A UOVU1 6.200 s Jul 13 2005 Mi Tek Industries, Inc. Fri Mar 10 10:22:18 2006 Page 1 8-M 11-11-11 15-11-11 8-M 3-11-11 4-M 5 3x4 = 3x4 = 8-M Iv 0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.13 Vert(LL) -0.17 1-6 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1.6 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 41 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS Ilb/size) 1=273/0-3-8,5=83/0-1-8,6=194/0-1-8,3=193/0-1-8,4=231/0-1-8 Max Harz 1=277(load case 4) Max Uplift5=-37(load case 4), 6=-19(load case 4), 3=-85(load case 4), 4=-104(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-274/0,2-3=-207/44.3-4=-133/47,4-5=-56/28 BOT CHORD 1-6=-106/217 WEBS 2-0=-247/121 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6, 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 3, 4. LOAD CASE(S) Standard Scale = 1:45.2 March 13,2006 0 WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with M(Tek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral Individual Suite #109 Citrus Heights, Ca 95610 support of web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB 89 and SCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. M iTe k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and Securely Seat. or X -bracing, is always required. See BCSI 1. /16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 materials on inadequatelybraced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,3cc VM3 other interested parties. plates 0 - 1/16" from outside O a M �5. 4. Cut members to bear tightly against each other. edge of truss. � Place plates on each face of truss at each joint and 7-8 c embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the • The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. O russN55 ype DEFL Ply SHAWN & AMY HAYSE820441146 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.17 HAYSE J9 JACK 7 TI 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 Job Reference (optional) NUK UAL LUMlitK, MAKYSVILLt,UA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:18 2006 Page 1 -1.6-0 i 8-0-0 11-11-11 15-11-11 17-11-11 1.6-0 8-0-0 3-11-11 4-0-0 2-0-0 3x4 = 8-M 3x4 = LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.17 Vert(LL) -0.17 2-8 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 2-8 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 46 lb LUMBER TOP CHORD 2 X 4 DF No.t&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=366/0-3-8,8=17810-1-8,4=213/0-1-8,5=185/0-1-8,6=225/0-1-8 Max Horz2=378(load case 4) Max Uplift8=-5(load case 4), 4=-104(load case 4), 5=-57(load case 4), 6=-181 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-262/0, 3-4=-278/48, 4-5=-195/42, 5-0=-135/53, 6-7=-48/0 BOT CHORD 2-8=-81/188 WEBS 3-8=-213/92 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 4, 5, 6. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6. LOAD CASE(S) Standard Scale = 1:51.2 �OQROFESS/ON�I S �r/N�F�22 LU C 046433 S *\ EV. W-07 ' /7F , OF March 13,2006 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erecflon and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. ..Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI1. and securely seat. t 3 5 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z 3. Provide copies of this truss design to the building cc designer, erection supervisor, property owner and all FP For 4 x 2 orientation, locate 2C2,3 Ac�4 �,� 3 3� other interested parties. 0 - 1/r6" from outside a � 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and 11 c7-8 C-' c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 Y Y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply SHAWN & AMY HAYSE I/defl Ud PLATES GRIP TCLL 16.C: Plates Increase 1.10 820441147 HAYSE J9S JACK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) L Job Reference (optional) OR CAL LUMBER, rvwRraviLLE,CA aoaui 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:19 2006 Page 1 8-0-0 11-11-11 15-11-11 17-11-11 8-" 3-11-11 4-" 2-0-0 3x4 = 3x4 = Scale = 1:50.6 LOADING(psfl SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.C: Plates Increase 1.10 TC 0.17 Vert(LL) -0.17 1-7 >557 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-7 >371 240 BCLL 5.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code UBC97/ANS195 (Matrix) Weight: 44 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2X4DFStdG BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied'or 10-" oc bracing. REACTIONS (Ib/size) 1=27210-3-8,7=193/0-1-8,3=206/0-1-8,4=186/0-1-8,5=225/0-1-8 Max Harz 1=337(load case 4) Max Uplift7=-18(load case 4), 3=-97(load case 4), 4=-59(load case 4), 5=-181 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-271/0.2-3=-275/46,3-4=-196/43,4-5=-135/53,5-6=-48/0 BOT CHORD 1-7=-106/214 WEBS 2-7=-244/120 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 3, 4, 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. LOAD CASE(S) Standard �OQROFESSj le S C W C 046A83 T * \ EX��7 J* , �FOF 13,2006 A WARNING - Ver41y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��® Design vaild for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Suite #109 Appllcabiity of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes ' PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ' . 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both Sides of truss or X -bracing, is always required. See BCSI1. and securely seat. t 3 l) x/16 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Q -z WEZM3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all *For 4 x 2 orientation, locate �,3Q other interested parties. plates 0 - 1/16" from outside O v4. Cut members to bear tightly against each other. edge of truss.5. Place plates on each face of truss at each joint and c7 -e c embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPII. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from Connector laces. P the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® :DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job russru55 ype Qty Ply SHAWN & AMY HAYSE Plates Increase 1.10 TC 0.10 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 820441146 HAYSE SJ1 JACK 1 1 WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 I„ (Matrix) Job Reference (optional) NUR CAL LUMBER, NVIRYSVILLE,GA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:19 2006 Page 1 i -1-” 1-11-11 —3-11-P 2-" Scale = 1:9.4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.10 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 2=18110-3-8.4=20/0-1-8,3=19/0-1-8 Max Harz 2=77(load case 4) Max Uplift2=-84(load case 4) Max Grav2=181(load case 1), 4=29(load case 2), 3=19(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-38/4 BOT CHORD 2-4=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verlicals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �OQ?,OFESSI ��. ��ER S. c3Q� 'gym Uj w C 00-433 T IMM iQ 1V March 13,2006 A WARNING - Verijy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane��® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Insttfute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X bracing, is always required. See BCSI1. and securely seat. 1 3 /16 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building o designer, erection supervisor, property owner and all For 4 x 2 orientation, locate °' v L)�,., 3 3 o er eres other interested parties. plates 0 -'/16' from outside 3 v 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-e embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the ' The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, y y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal I Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. `BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©.2004 Mitek® Connected Wood Trusses. Job russ toss ype Qty Ply SHAWN & AMY HAYSE TCLL 16.0 Plates Increase 1.10 • Vert(LL) -0.00 2 >999 360 R20441149 HAYSE S.12 JACK 1 1 BCLL 5.0 Rep Stress Incr YES WB 0.00 I Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mar 10 10:22:20 2006 Page 1 2-M 3-11-11 1-6-0 2-" 1-11-11 3 Scale = 1:14.0 9 0 '4 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.11 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-M oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 3=85/0-1-8,2=216/0-3-8,4=2010-1-8 Max Harz 2=110(load case 4) Max Uplift3=-31(load case 4), 2=-74(load case 4) Max Grav3=85(load case 1), 2=216(load case 1), 4=29(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33,2-3=-53/30 BOT CHORD 2-4=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard March 13,2006 A WARNING - VerIN design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 9561 0M I Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I Quality Criteria, DSB-89 and BCSI1 Building Component M iTe k Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely Seat. t 3 0-'/,a" TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z cz-3 WEBS q� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3 ,,�� 3 other interested parties. plates 0 - 1/16" from outside O rL^b V 4. Cut members to bear tightly against each other. edge of truss. CL 5. Place plates on each face of truss at each joint and cl-e cs-7 cs-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M iTeke ,DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Ob Truss fuss ype ty Ply SHAWN & AMY MNYSE I/def] Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 • 820441150 HAYSE SJ3 JACK 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 Job Reference (optional) NOR CAL LUMBER, MARYSVILLE,CA 95901 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 10 10:22:21 2006 Page 1 -1�-0 2-0-0 I 5-11-11 1.6-0 2-" 3-11-11 3 Scale = 1:18.5 o, LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.30 Vert(LL) -0.00 2 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2-4 >999 240 BCLL 5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) Weight: 14 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 3=143/0-1-8,2=262/0-3-8, 4=20/0-1-8 Max Harz 2=145(load case 4) Max Uplift3=-59(load case 4), 2=-75(load case 4) Max Grav3=143(load case 1), 2=262(load case 1), 4=29(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/33.2-3=-80/51 BOT CHORD 2-4=0/0 BRACING TOP CHORD Sheathed or 2-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard OQ�kpFESSI S CID T /Nc��22 LU C 04,5433 T *\ EXYA;�1-07. /* 13,2006 A WARNING - Verytj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback lane m—Vr Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual bullding component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown Citrus Heights, Ca 95610Is for oteral support of Indlvidual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. 1 3 x/16 TOP CHORDS 2. Never exceed the design loading shown and never stack Q -z c2-3 materials on inadequately braced trusses. WEBS q� 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate M � �,� 3 �,�' 9 Cc other interested parties. plates 0 -'/16° from outside O ayaw V 4. Cut members to bear tightly against each other. edge of truss. O_ 5. Place plates on each face of truss at each joint and c7 -e cea cs-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. • ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, ILI Installing & Bracing of Metal Plate �F11 © 2004 Mitek® Connected Wood Trusses. JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 3B 1 21 March 18, 2006 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 2360 BALOWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 RE: Truss Design, Hayse Residence, 185 Loma Vista Dr. Oroville, CA, APN 036-600-043 Dear Sirs: I have reviewed the truss designs for this project. They have been checked for conformance with the lateral design of the structure. Trusses receiving substantial drag loads have been checked by the manufacturer's engineer. My review also includes identifying and locating loads in excess of 3000 pounds.. Where required, structural and foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration Sincerely i Jim ursell, P.E. BUTTE COUNTY BUILDINGDIVISION APPROVED Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @ 15 feet Cq= 0.3" in/0.9 out windward roof 0.67 @ 20 feet Jim Pursell 0.72 @ 25 feet Civil Engineer Date: 9 -Mar -05 RCE 60924 Job Number: 106-03-27 Job Name: Shawn & Amy Hayse - Location: 185 Loma Vista Dr. A.P.N.: 036-600-043 Analysis: 2001 CBC Dead Loads Live Loads Roof Comp. Shingle 6.0 va" O.S.B. 1.5 Framing 5.0 Insulation 1.0 1R" Gypsum 2.5 16.0 psf. 16 psf. Wall: Horiz. Siding 2.5 3/8" O.S.B. 1.5 Framing 2.5 in" Gypsum 2.5 Insulation 1.0 10.0 psf. Floor: Flooring 4.0 3/4" plywood .2.5' Framing 2.5 Insulation 1.0 5/8" Gyp. Brd. :3.0 13.0 psf. 40 psf. Deck: Decking .4.0 Joists 2.5 Framing 1.5 8.0 psf. 40 psf. Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @ 15 feet Cq= 0.3" in/0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.72 @ 30 feet 0.5 out leeward wall Seismic: V=2.5C.IW/1.4R where Ca= 0.33 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding 1500 psf Coeff.=0.30 Page #1 6 C 60924 Iz-�4 a q= 14.5 psf @ 75 mph I= 1 Lateral Bearing 200 psf/ft. 11Ay-5-E- .. y35,-, g b - r7. 1ii%y 2 yy(i p.53 6m � b IX - r7. 1ii%y 2 yy(i p.53 Z57 -,e- I 0 Hayse Page Lateral Analvsis Wall 1O Importance Factor 1= 1 Seismic GOVERNS . Wind Seismic Roof: Windward ' Leeward q 1 P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 . 6 : 12 = 1.12 P(25)= 0.72 0.3 0 0.7 0 14.5. 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 1.12 x 1460 x ` 16 = 26117 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Wall: Windward Leeward q 1 P 450 x 10 = 4,500 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0' R = 5.5 W = 30617 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 Base Shear Ib) V=(2.5xCaxIxW)/(1.4xR)= 3579 P (Total) = 0 Seismic GOVERNS Wall 2O Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 6 : 12 = 1.12 P(25)= 0.72 '0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 1.12 x 1270 x .16 = 22718 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Wall: Windward Leeward q I P 440 x 10 = 4400 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 _0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 R = 5.5 W = 27118 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8. 0 0.5 0 14.5 1 = 0 Base Shear (lb) V=(2.5xCaxIxW)/(1.4x.R)= Z2170 P (Total) = 0 Seismic GOVERNS . Lateral Analvsis WallAO Hayse Importance Factor 1- 1 Page S. Wall BO Wind Seismic Roof: Windward Leeward . q 1 P Roof Weight: Windward (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 6 : 12 = 1.12 P(25)= 0.72 0.3 12 0.7 12 14.5 1 = 125 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 109 0.7 109 14.5 1 = 1059 1.12 x 1350 x 16 = 24150 P(15)= 0.62 0.3 140 0.7 140 14.5 1 = 1259 P(15)= 0.62 0.3 138 0.7 138 14.5 1 = 1241 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Wall: Windward Leeward q I P 400 x 10 = 4000 Windward (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 R = 5.5 W = 28150 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(20)= P(15)= , 0.62 0.8 115 0.5 115 14.5 1 = 1344 Base Shear (lb) 0.62 0.8 115 0.5 115 14.5 1 = 1344' Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 3290 P (Total) P (Total) / 3787/ r Wind GOVERNS Wind GOVERNS Wall BO Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 6: 12 = 1.12 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 ' 56 0.7 56 14.5 1 = 544 1.12 x . 1120 x 16 = 20035 P(15)= 0.62 0.3 138 0.7 138 14.5 1 = 1241 - Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Wall: Windward Leeward q I P - 113 x 10 = 1130 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 R = 5.5 W = 21165 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = . 0 P(15)= 0.62 0.8 115 0.5 115 14.5 1 = 1344' Base Shear (lb) P (Total) =3129 V. _ (2.5 x Ca x I x W)/(1.4 is R) = 2474, Wind GOVERNS ,QA, AAl-L– //aA, PA 3 9 STA /S- ® c M I�J f M vM O -s, '/ 8 /J -A 41 "'c)_ C_ _ �/ /�,�U•G. /`-/ [_p �v�>(t �, Ta 2� �• FR�MI��G (E. I6 �'d.•C. T p7r,z. �c s <-r- Ts zzs o �o _/eo Zo o yo �o 1�1s PRSVI4,� Al -A"rr-, T—P,. P�-., .59ZA(ZTAANSF.-f`W //\,'Sf�V.C-i/C)N. Tot' ! GrT� ���L1,,� C6� = to /3? ��- /6=1 S Pel lrvG �� _f �- : . o. �- L941 ps /3.1 — j/Ays P(3 h tz-L ANcl y t--- aue A. J . ku • _ ST,�,-v��-� �- ' ,�,}.ra,t . �.Pr�c.l�vG RRoVI�S /`��� z3 211 Ptt�z-sJs�s�,np�,v R �Cz 3q)Y (h3)(�35��1G� = � /•Z = G08 /� C��� = Nc� //oUjC�ltikJJS iU� I ^� l 3--- 7 _ 15-:3.3 A,4�� 0-3- ---Nl`'D � ;d 0M.. PL ATS 1-9A /Line, = sem- -70 NA /z��-ac 7CO S P Vic.( ti c O/--, I __ P�►�Z-s�s3 Por_oow�S U'/ ssrI6 A�� so�Y_s 13 c>NA� IZy . l rL 'T75 A I CD �o7t'u�vl A -. ti•4 ��� �.so G�4?� Z 2 = 3y 5 7,2-7- 7 -- n, E: - A A !Ls 5 "'o_ c_ 1>96 � = S 4=4/,A��7c-LLV Z 71 PQM Jt4x - o k � / r D r V` GJ Z cru N A lam°' i N o.