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031-282-015
' � t 31-282-15 �4 James P. Brewton 00 �} 1576 6th St., Oroville ,..r Permit It,7153-78B,P,E(addir-ion & r��,7model kitchen & con .breezeway to dining SF) tt- ` - 3Y 8 econtanorama Awnings, Chico Permit #5459-80B(add awning/SF) 031-282-015 03-1604 t ENCK, PATRICK 6TH ST, OROVILLE Cont: NEVES, DOUG ADDITION TO SF& SHOP 031-282-015 03-2140 ENCK, PATRICK 1576 6TH ST, OROVILLE - Cont: DAN D ELEC UPGRADE ELEC. SERVICE 031-282-015 03-3507 ENCK, PATRICK t y t 1576 6TH ST, OROVILLE�` Cont: OWNER GAS LINE ONLY 031-282-015 03-3510 ENCK, PATRICK_ 1576 6TH ST, OROVILLE Cont: OWNERI H2O PIPING&SEWERLINES - - 031-282-015 ' 06-1821 ENK, PATRICK ' 1576 6TH ST, OROVILLE Cont: SECO HEAT & AIR HVAC ' � t __ . 4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 24 HOUR BUILDING EMIT 891- OFFICE #: (530) 53&7541 FAX# - (530)5358-2140 2834 (CHICO) WEBSITE: wwrw.buttecountynet►dds LICENSED CONTRACTORS DECLARATION I hereby affirm under Penalty Of pffA" that 1 am licensed under Provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professors Code. and my license is in full force and Linea UP Q/5 p R License Class: l.icernse Number.. O � 0 Date � Contractor-.5ew ix'b 44 .t r uwN15R-eu1LDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Ser. 7031.5 Business and Professions Code: Any city or county which requires a Pemit to construct.' after. improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State license Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit. subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I. as owner of the property. or my employees with wages as their sole compensation, wig do the work, and the structure is not intended or Offered for sale (Sec. 7044. Business and Professions Code: The Contractors' State license taw does not apply to an owner of property who builds or improves thereon. and who does such work himself or herself or through his or her own emptoyees, Provided that such improvements are not intended or offered for sate. If however, the building or improvements are sold within one year of completion. the owner -builder will have the burden of proving eng that he or stfe did not build or improve for the purpose of ❑ I. as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon. and who contracts for such Projects with a contractor(s) licensed Pursuant to the Contractors• State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations - C1 1 have and will maintain a certificate of consent to self -insure for workers' compensation. as Provided for by Section 3700 of the Labor Code, for the Performance of the work for which this permit ` is issued. I have and will maintain workers• compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurancecarrier and pofecy number are: Carrier: (t4Wto ' hS Policy S �L ec �c c� C J15o� t n r e) 1 certify that in the performance of the work for which this permit is Issued. I shall not employ any person in any manner so as to become subject to the workers' Compensation laws of California. and agree that if I should become subject to the workers - compensation Provisions Of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Date: Applicant SP C.co�1�11 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (S100,0W), in addition to the cost of compensation. damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. I hereby affirm that there is a construction leafing agency for the performance of the work for whictm this.permft is issued (Sec 3097 Civ.) Name: Address BP06182f 1 NO' Issued Date: 07/28/2006 APN: 031-282-015-000 Site Address: 1576 6TH ST ORO Map Index: Description: REPLACE EX HVAC Owner: ENCK PATRICK R 1576 6TH ST OROVILLE, CA 95965-2013 Applicant: SECO HEATING AND AIR 4320 ANTHONY CT, SUITE 1 ROCKLIN, CA. 95677 916-652-6755 Contractor: SECO HEATING AND AIR 4320 ANTHONY CT, SUITE 1 ROCKLIN, CA: 95677 916-652-6755 License #: 788807 Architect: Engineer: Total Square Ft: Valuation: Census Code: 0 S.F. $0.00 PERMIT isions of the Butte County CA>dn anrtfor have been Paid. ✓► �( % Date 13 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. 0 Notification in accordance with section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P k notification forms I hereby certify that Knave rand this applloatior, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state Jaws relating to building construction. h acknowledge it is unlawful to after the substance of a authorize representatives Butte County to enter upon the above mentionedproperty for inspection Pu es nY official forth or document of Butte County. thereby Print Name /. 3 on Signature Date.• 0 6 ❑ Owner J� contractor � \ ❑Agent for owner 0 Agent for Contractor .D3 12� a°i5 V"� BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION NO. AND SUBMITTAL REQUIREMENTS 06 1 1O�..I 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BP OFFICE #t: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.nettdds "=PLEASE PRINT CLEARLY"' NE NFORMATION Name ust Name e.v� bock Address '' --� / �P City 6 � ` State Zip Phone ��' y ga� Fax E-mail CONTRACTOR ARCHITECT/ENGINEER Name Se O n Address 4 D QA A o� Ct I ( City oc(C r n State State Zip 156 -1 Phone g16_GS -675 F Fax E-mail Lia # 78 7r. Class C oc APPLICANT INFORMATION ARCHITECT/ENGINEER Name n Address Map Book z Phone�'lQ�s���15 Fax91 State Zp Phone Fax E-mail State license Number APPLICANT INFORMATION Name Address 20 n l sai� Map Book z Phone�'lQ�s���15 Fax91 E-mail APPLICANT SIGNATURE X For office use only- Zoning Flood Zone SRAI Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: vvcrX r%Jm OUC51VII I IAL KLQUIREMENTS PROJECT LOCATION AP# cel 'D� o ) Property Addres Crossce +. a i /kv � WORKER'S COMPENSATION Policy Number l 'X —7 ':� % a Carrier � (� Qo,, If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address \ De^chi/ ion or cope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION 00 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 sn application after expiration, a new application, plans and fee will ":)e 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 tae permit and no construction work has been done. Filing fees, pl°sn check fees for work plan checked and other department costs are not refundable. Received by. Receipt #. Date: V SRA Sheriff SMIP Other T�t�l CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM - County of Butte Oroville, California GENERAL CLAIM Patrick R. Enck 1576 6th Street Thermalito, CA 95965 08/10/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund Claim - See attached calculation sheet APN: 031-282-015 Permit No.: 03-1604 PAID RETAINED REFUND Development Services $ 1,151.10 $ 479.60 $ 671.50 SRA $ - $ - $ - Sheriff $ 335.00 $ - $ 335.00 Other: $ 310.00 $ - $ 310.00 TOTAL $ 1,796.10 $ - 479.60 $ 1,316.50 ............................................... ............. ............................................... •.........•.......:.•.•.•................................... ...... .. ''' ................................................ ::::BREAi�43 'N:::: ............... ............... .............. BUDGE F : .............. .............................. .............. .............................. :ACG(?U TT:::AM01JN-T ............... .............. : Development Services 440-001 4210500 $ 671.50 SRA 0100 4617240 $ - Sheriff JTUA 280 1011811 $ 335.00 Other 280 1011816 $ 310.00 TOTAL $ 1,316.50 $ 1,316.50 I, the undersigned, declare under penalty of perjury that the services or articles cl av rformed or.defioEsr , 4 that this claim is true and correct as stated. Dated this day of 2004, at / t Calif. Signature of CI imam I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check o r the same. , L a5� - w Dated this day o 2004, at Oroville Dep a ent Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING August 10, 2004 Patrick Erick 1576 6"' Street Thermalito, CA 95965 RE: Permit No. 03-1604 APN#031-282-01.5 Owner: Same On 6/2/2003, a deposit was made in the amount of $1,796.1.0, of which $479.60 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $1.,316.50. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, 062/ Awezb� - Diane Lewellen , OA III Administrative Division enclosure 03-1604.1tr County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Patrick R. Enck ADDRESS: 1576 6th Street CITY & STATE: Thermalito, CA 95965 DATE OF CLAIM: 08/10/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN : 031-282-015 Permit No.: 03-1604 PAID RETAINED REFUND Development Services $ 1,151.10 $ 479.60 $ 671.50 SRA $ - $ - $ - Sheriff $ 335.00 $ - $ 335.00 Other: $ 310.00 $ - $ 310.00 TOTAL $ 1,796.10 $ 479.60 $ 1,316.50 ................... :::BRA +E3 VN :::::::BUDGEI` :ACCOUNT:::A11iOUNT:" Development Services 440-001 4210500 $ 671.50 SRA 0100 4617240 $ - Sheriff 280 1011811 $ 335.00 TUA Other 280 1011816 $ 310.00 TOTAL I j $ 1,316.50 $ 1,316.50 11 rntl wiueislyrneu, ueciare unuer penairy or pertury mai me services or articies claimed nave peen pertormed or delivered, and that this claim is true and correct as stated. Dated this day of 2004, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2004, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY EPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. I REFUND CALCULATION SHEET I CLAIMANT: ADDRESS: Patrick R. Enck 1576 6th Street CITY & STATE: Thermalito, CA 95965 DATE OF CLAIM: 07/14/04 APN: 031-282-01 RECEIPT INFORMATION NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: FEES VERIFIED 381862 06/02/2003 Patrick R. Enck 1241 $1,796.10 03-1604 Yes No Yes No Yes No x x REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 TUA' 280 1011816 BLDG .............. ............................ .............. .............. ............................ .............. ................................... .............. ............................ .............. ............................ .............. ...... ............................ .............. ............... .............. ............................ .............. ............................ .............. ............................ .............. ............... .............. ............................ .............. ............................ .............. .............. ............................ .............. .............. ........................... ......... ............................ .............. ............................ ........ .............. ............................ .............. ............................ .............. :::::: - - - - - - -. - .............. ............................ .............. ............................ ........ ............................ .............. ............... .............. ............................ ........ ............................ ........................ ................... ................ ............................ .............. .............. .......................... .......................... ................... .......................... .......................... .............. .............. ....... .............. ...... ..................... .............. .............. .............. ...... ..................... .............. .............. .......................... .......................... ............. .......................... ....... .......................... .............. .............. .............. ....... ....... .......... .............. .............. ........... ................ .............. .............. ................. ...... ....... ....... .............. .............. ........... ........... ........... ........... . ......... ............ .......... ............ ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... ........... . ................... ........... ........... ........ ............ ........... ............ ........... ........... . .... ........... .......... ............ ........... ............ ........... ............ ........... ............ ........... ............ ........... ............ .. .. ............ ....... .... ........... ............ ......... . . . . . . . ......... .............. ......... ............ FILING FEES Building 20.001 20.00 Plumbing 20.001 20.00 Electric 20.001 20.00 . Mechanical 20.001 20.00 PLAN CHECK Plan Check 301.601 301.601 Ener qv 23.001 23.001 INSPECTION Energy 1 46.001 46.001 46.00 SRA -BLDG Building $46 PERMIT FEES Building Plumbing Electric Mechanical 464.00 464.00 464.00 88.00 88.00 88.00 52-5 52.50 52.50 52.50 00 46.00 46.00 OTHER BLDG TUA SHERIFF 25.00 25.00 25.00 25.00 REFUND PROCESS FEE 25.00 -25.00 ............... -25.00:::: BUILDING TOTAL T1_5 1-10 479.60 671.50 W7_1 5-0 SRA -FIRE Fire $43 ..... ..... ........ ... SRA -FIRE SHERIFF - mT� Sheriff 335.00 335.00 ..................... ..................... ....... SHERIFF 335.00: ............ ............ ............ OTHER NON -BLDG Urban Area Fees 310.00 310.00 ....... .............. ................ OTHER 310.00 $ 1,796.10 $ 411 $ 671.50 $ - $ 335.00 $310.00 $ 1,316.50 BLDG SRA SHERIFF TUA - 440-001 0100 280 280 4210500 4617240 1011811 , 1011816 CHECK: $1,316.50 DIFFERENCE: Should be blank) APPROVAL Date Reviewed 07/15/2004 Michael Vieira Building Manager ° AUT rF° Butte County Department of Development Services ° ° Building Division °- " �_ '-- - ° 7 County Center Drive c�UN'�y Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on - t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the RECEIPT DATE: (RECEIPT AMOUNT: ✓LI �� �6. IO {Building Permit Fees Sheriff Fees Other (specify): [SRA Fees (CDF Fire Planning) Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may pick them up prior to that time O ' Signature K•/Forms/Ref d A 1' t' 0 un pp ica on 82203 l Q: Date u,.-Q1A-oma CCUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (30) 538-7541 PERWT NC APPLICATION AND PERMIT PARCFI NJYBER ZON`N°' BUILDING PERMIT TELEPHONE 22SQ. FT. OCC. BUILDING VALUATION 76e -f T NE Ilk. Cho th TRUGTMN LENDER � LENDERS LWLM ADDRESS ARCNRECT OR ENGINEER A cwrECT bR ENDNEfRs MALM ADDRESS etlO�u1G ADDRE85 f 17 IDT Iq. SLRSDIVSIDNs NAME USEOFSTRUCTURE SFpk Duplex O Moblehome 0- Other TYPE OF WORK New CII-A-ddifion "Model M�odel O U505" O Installation 0 Describe Work- _.1..1[�ICiL_. , ��{�l7—" �f// �S F c 3-) 9dG NO. 48 A, -P- '17 3 -) ,-P.- 1-1re lace p Total Valuation S Filina Fee $ Permit Fee 5 Pian Checking Fee L' Energy Plan Checking Fee S S PERMIT FEE t PLUMBING PERMIT Feng. ,ee Each Trap-- -- - 7:00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE I C Main service ( nw. OR LESS 20U OR LESS Main Service l tom► To 1— Ex. Occup. ( oLmET OR Focr nim FD® APPLNS. OR Ex. Occup. ( 0VTurM rRimm.l EA Temporary Service Moble Home Facilities v 20.00 .00 CIO 23.00 20.00 23.00 A . PERMIT FEE I S MECHANICAL PERMIT I Fling 5.50 20.00 Moble Home Installation Fee S Energy Inspection Fee S 3° DDT TO Al- FEE $ -z.-D. FEES I vAr II Aiata. ND i lssU This permit is hire -15Y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Dale ___ -... �..-.--•��.w..,...nA.��r•.�6iR�+�"'�1�F�YP•+F+•1�.1"•ti►�'�ri�I�tipMl�,i'Y�:4;.M,t... `get+y:Y`J'�F;., l COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER �o-;L -'O/J� Proposed Building Use: Counter Technician: Date: C/O a Items required in order to apply for a permit. YAII boxes MUST be checked OR marked NA in order to apply. �1L Plot plans, 3 or 4 sets, signed�y the preparer of the plans. `^ -7 Complete plans, 34 sets, signed by the preparer of the plans. 3 Engineered plans" r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. -5-4. Engineered truss details and layouts in duplicate. No faxes! -75. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. lot plan and business license approval from the City of Biggs .................................... ❑ A. Letter of intent for non-residential buildings......................................................:.. 11. Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material For.............................................................................. T3. Other emaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ` ❑ 15. Statement of Intent for Non -heated and A/C Buildings .................................... ,ldl 16. Sanitation and-pl plar ppxe�ad-€�etr lie Frtwire tta}-I4ealt)i-Bep ent-it�- ❑ 17. City of Chico Plumbing permit.......:................................................................. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... 9. Planning approval for (A) Use: p 1L (B)Parking: (C) Parcel Check: 1.2 -D^m 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... (26. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ; ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ^S a and hold for pickup. I h ve been infor ed of theab v.Pln__s� uirements for obtaining a building permit. a4 J, tlti% o'�A plicant: D te: 01.� �. �7,.� `yLY,_iI g9D ser er l To &akr ) 1. Index permit application for the above items numbered:) I C� , C z Plan Check Letter 2. Additional items required '—�-`T Contractor, designer, o`er was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: 7'O3 Contractor, designer, owner, was advised of theabove data b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: o Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ........ ....$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $36 �( Units �,)✓ Commercial (sq. ft'.) ............... x $0.03 $$ U' Sq. ft {A� 4. URBAN AREA FEES (paid at Building Di ision) Residential ................... x _ $1�eGs_1S_Li i # Units t. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 03 % DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be Ohaftged-defiapthe plan checja�g ss. APPLICANT bj±Y AI Kg; l-A� DATE ®� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner " (Rev. 6/00) `11COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. 031-282-015 03-1604 A.P. -ENCK; PATRICK I Owneerr _ i 6TH•ST-OROVIL-L•E `I Contractor Cont: NEVES, DOUG_ I I ADDITION TO SF & SHOP Permit N% I cvzics PERMITTEE -MUST CALL FOR INSPECTIONS INSPECTION I DATE f INSPECTOR Piers Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan ........................... D:o insulation D Fireplace Footings Fireplace Throat <:DoN:ot:`( Stucco Lath Scratch and Brown Sewer Service' Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME .::..::..: IS APPROVED FOR OCCUPANCY ;.. A dresses Hr Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2.751 891-2834 Revised 7194 r� NOTES RESIDENTIAL 031-282-015 03-1604 PERMIT NO.---ENCK, PATRICK 6TH ST, OROVILLE Cont: NEVES, DOUG ADDITION TO SF & SHOP 11 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . NotApplicable Not Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clearances-Grnd-/. /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1. Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged, 9. .Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs=Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1. Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Plenums & Ducts; Clearance -Material -Support -Ins. 56. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Siding -Nailing Veneer 16. Insulation 58. Stucco Mesh -Drip Screed -Fd. Vents-Unde.-flr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Brace Interior/Exterior Wall Panels 18. Water Pipe; Test & Anchor -Nail Protection 62. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Infiltration -Walls -Windows 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date 23. Fire Sprinkler; Test Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 67. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. G.F.I. & Bath Fixtures & Tub Access -Spa 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 69. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Stairs & Rails 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 71. 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. Elec. Outlets at Wood Panel, Int. & Ext. 34. Clothes Closet Light -Shower Light -Spa Light 73. 35. Smoke Detector 74. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Duct in Garage -Damper 36. A.C. Ducts Insulation & Support 77. 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade Plb.; Elec. & Mech. Equip. Listed for Location 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 79. 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Clearance Looked under Floor O Yes 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 83. Following Instld./Drive U Yes O No/Walks O Yes O No/Planters O Yes O No 43. Bearing Walls over Girders & Floor Nailing 84. Stucco Brown -Finish 44. Draft Stop in Walls (rat proof) 85. A.C. Unit Disconnect, Electrical -Plumbing 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 86. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Unde.-flr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive U Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MPJUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 2.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000v OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter mencing with Section 7000) of Division 3 of the Business and Professions Code, y license is in full force and effect. r e Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. Bins. so 3.5¢FT, g61D ' MUCHO. TLET 97,50 POWER APPARATUS 8 BINDLE OUTLET CIR. Ex. Occup. OUTLET OR FORURES Bpi p 1.w Ex. Occup. oUriErs AEsID.D 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S I WORKERS' COMPENSATION DECLARATION reby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with coi ly ro s ns. `i6 _ UIR10D e Signature of Applicant - ❑Owner 0 Contractor Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.120 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ S Mobile Home Installation Fee I$ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D FEES IMP I FLOOD I CDF I PARCEL F71 ISSLE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT q. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 D� PERMIT NO. APPLICATION AND PERMIT vl ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS ONTRACTOR'S NAME r { TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT; FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT! Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water -piping 15.00 Each gai water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61ities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W (9?20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600VOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9ommencing with Section 7000) of Division 3 of the Business and Professions Code, d my license is in full force and effect. icense Class Lic. No. ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License the following reason:Tem . 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION F0reerebj affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' as provided for by section 3700 of the Labor Code, for the e performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith co ply It T . s r Isl ns. r Aoroto W Signature of Applicant - ❑ Owner ❑ ContrsAgen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. " Main Service -OA To 10-A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. a ACC. BLDs. s0 3.5QE, IIpµR�,pT MULTI -OUTLET �G ],50 POWER APPARATUS a SINGLE ourLEr cIR. ) Ex. OCCU OUTLET OR FD(TUREs �� Ex. Occu OUTLFIXEETSRESI oEA�apfor g d orar Service Mobile Home Facilities 2000 . Misc. Wiring 23.00 ; PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Coolincompensation, Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE HAZ p FEES ,IMP FLOOD CDF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date bete Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. + (Rev.12196) APPLICATION AND PERMIT AS SESS0R PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..A OR LESS zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 ,commencing with Section 7000) of Division 3 of the Business and Professions Code, a;Id my license is in full force and effect. /License Class Lic. No. / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( d ACC. BLDs. SD 3.5¢FT. NpN REOS,pT. MULTI.OUTLEr @7,50 POWER APPARATUS SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 Q 1.00 Ex. Occup. otntEEDTSA PESI6.) El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION ereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith corpply t13:03—sMpro isi ns. Zi I _7&D e .43 /a 0�-- Signature of Applicant - ❑ Owner 123 Contractor ❑ Aged ��`a, An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ nercoral. Occ TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY'OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. APPLICATION AND PERMIT t".3 ` % y ARCEL NUMBER F ZONING BUILDINGPERMIT TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS -0ONTRACTOR'S NAME x'71- el TELEPHONE 'CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER == LENDER'S MAILING ADDRESS Fireplace t Total Valuation $ ARCHITECT OR ENGINEER / LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADDRESS s Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNLSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 ,USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, a d my license is in full force and effect.P icense Class Lic. No. OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P %for the following reason: 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION ereby 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 is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My -workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. OW LING OCCUP. OR ADDNS. ( a ACC. LS. SO 3.5g!s � p6IUE MULTI.OUTLET @7.50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES B20 @ I.500 Ex. Occup. FIXED APPLNS. OR ourLFTs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation 1 of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with corn ly ' ki —5 provisl s. t ��� J_ „ X / �Dato (Q (} Signature of Applicant - ❑ Owner Contractor d Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ, I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B-.D. 'CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t December 29, 2003 Patrick Enck 15766 1h Street Thermalito, CA 95965 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 031-282-015 Building Permit Number: 03-1604 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Provided with this letter is a "Detached Accessory Building" form. Please Ell this form out in its entirety and as this building exceeds the square footage requirement for guest houses, you must stipulate that this building will not be used for sleeping purposes -for either guests or family members. 2. The refrigerator, shown on the plans, is limited in size to 5 cubic feet -the plans have been so noted. 3. Each room must be labeled for use. There are two rooms on the plans which are not labeled at this time for use. Please note use for rear room downstairs and front room on the upper floor. 4. The windows shown on the elevation view do not match the windows shown on the floor plan (east orientation, 2"d floor). Please revise on or the other per the specific windows you will be installing. STRUCTURAL COMMENTS: 1. The truss calculations provided do not match the plans submitted -the roof over the deck has been omitted. Please provide two copies of the truss layout which includes this area. All trusses are to be identified. 2. Provide the location of the furnace which is to be installed in the attic. Provide a truss calculation which indicates that the specific truss or trusses have been sized for the load from the mechanical unit. 3. The 2x12 ledger -which supports the deck, may not be attached to the structure with nails subject to withdrawal. Please provide a design for this ledger per Section 2320.13 or provide positive anchorage without using nails subject to withdrawal. 4. Hold-down anchor bolts for the Simpson Strong -Wall are not noted on the plans. Please provide required size and location of the bolts on the foundation plan. 1 of 2 5. This structure does not meet the lateral bracing requirements of the building code for the following reasons; the front of the structure (over the garage door) -per section 2320.5.4.3 of the CBC states that when the end of a required braced wall panel extends more than one foot over an opening in the wall below it is considered to be unusually shaped and per Section 2320.5.4.2 of the CBC when a section of the floor or roof is not laterally supported by braced wall lines on all edges (the rear deck) it shall be considered unusually shaped. Both of these conditions will require a lateral -force -resisting system designed to resist the forces specified in Chapter 16 of the CBC. The engineering submitted for this project does not address a lateral design for either of these two areas. Please provide a lateral design for the areas noted above. 6. For all of the wall lines which do meet the requirements of the code for braced wall panels all panels must be identified and modeled with all requirements for method and attachment. Please provide a braced wall schedule and identify each panel as it occurs on the plan. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Locy, Building Permit Number: Plans Examiner: Martha Christy A. P. Number: -1(my GENERAL: Zoning requirements - (number of permitted living units). Tans signed by the designer. ' 3. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Naz'A' 12-p— Yl C+9-&. Building permit valuation. vji w Vlb L h2 Ul.b-o OT PLAN: oComplete parcel size and dimensions. _ - Setbacks, side yard, easements, etc Lk), 3. Other buildings or structures. . Grading, fills and/or drainage. 5. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) / '� _ P FLOOR PLAN: t$JlJ('� 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). P06771 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). LL4�- — 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".G� When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8 FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 0. • 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). U CTaced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal an",an�erse dire tion C sec on 2320.4.1.) Braced wall lines must be continuous throughout the structure. I J��77 bLQ) �%'►�'J` A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). g��1 5. Floor construction details complete enough to construct building.251 4-r WG(Cit 6. Elevations and wall construction details complete enough to construct building. c�t, Roof construction details complete enough to construct building. R-Ovide1 hr � mc- orn V", Fireplace construction details and calculations if necessary. SOnf �� � & 6tzc o 9. Garage door header size(s). i�'� -W �/' 10. Porch header size(s). Tir(,va� ���� �l 5sl 11. Typical header size(s). GGi!� Com- (5 ow a � 12. Stud heights. COy- Ire j-e,ct �� )e 2 High expansive soil - special foundation design required. d _Rr�-2R.�- m na-e 14. Retaining walls requiring design. M 2 I LO -(W n 0_1 15. Gypsum wallboard nailing inspection required. �u�( Q,�- +0 W 1 4414 f If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. j 1 �1 12. Energy design compliance and supporting documentation. vv l U w , 13. CDF responsible area requirements. 6 BUILDING PERMIT REQUIREMENTS: &V1Z-jA_ mdeu o 1. ❑ SRA. 2. F1 Flood elevation certificate. ,, pp -� _�,�, j�'U ULC• 3. ❑ Fire Sprinklers required. \�rr`�eaU7 4. ElSpecial Inspection requirements. Ql'(Q/Yl� 5. ❑ Use Permit conditions. � � 6. ❑ Sub-Standard Housing letter. e Page 2 of 2 0 i� i? PROJECT PROCESSING RECORD ��-- Applicant: - Owner: oI - X82 -ol S A.P. #. Permit #: Work Description: k Date Description of Step or Status ------------- /I ,, i� ii j s� I� J� CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Patrick Ench Run: 871 15 -May -03 Project Address: AP 31-28-027 Partick Ecnk Building Title: Patrick Ench Building Permit # Document Author: Don Freemyers Telephone: 530*533-9365 Plan Check / Date Compliance Method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 800 ft2 Fenestration Fenestration Exterior Average Ceiling Height: 9'0" ft -in SHGC Shading Building Type: SFD Single Family Detached ---------- BugScrn Building Front Orientation: 0 deg (North) 0.56 BugScrn Glazing Area, % of Floor Area: 17.6% 66.7 0.50 0.56 Average Fenestration U-Value:0.50 Average Fenestration SHGC: 0.54 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type:. Raised floor BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type IR --------------- -value ---------------- R -value R -value U -value Location/Comments Wall 13 -------- 0 11.36 -------- 0.088 ----------------------- Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Ceiling 38 0 41.67 0.024 Attic Floor 19 0 27.03 0.037 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------------------------------- ------------------------- Non-Slab 800 Yes Unconditioned FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation -------------- (ft2) ----- . U -factor ------------ SHGC Shading and Fins Window North 50.0 0.50 ------------ 0.56 ---------- BugScrn -------- Overhang Window West 24.0 0.50 0.56 BugScrn None Window East 66.7 0.50 0.56 BugScrn Overhang CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Patrick Ench Run: 871 15 -May -03 THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments ----------------------- ----- ----- --------------------------------------- None HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type Efficiency Airflow TXV and R -value -------------------------- ---------- ----------- ------------------- Furnace 0.80 AFUE N/A Attic R-4.2. Air cond. - central pckg 10.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area -Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC_100%R4.2 216 No n/a 560 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) -- - - - - - - - - ---- - - - - -------- - - - - ------------- - - - - -- - - -- - - - --- ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.62EF -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ GAS.62EF 76% -- 36.00 -- -- __ HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value ------- ------------- ------ -------- --------- --------- ------- None i� CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Patrick Ench Run: 871 15 -May -03 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Certification ##: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Don Freemyers Freemyers Design 575 Nelson Ave., Oroville, CA 530*533-9365 .-6- - D� Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Patrick Ench Run: 871 15 -May -03 Project Address: AP 31-28-027 Partick Ecnk Building Title: Patrick Ench Building Permit # Document Author: Don Freemyers Telephone: 530*533-9365 Plan Check / Date Compliance Method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 l ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 18.00 Space Cooling 19.44 Water Heating 25.31 Total 62.75 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Proposed Design --------------- 17.14 22.62 20.69 -------- Complies 60.45 Yes 800 ft2 9'0" ft -in SFD Single Family Detached 0 deg (North) 17.6% 0.50 0.54 1.00 1 Raised floor 1 7200 ft3 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) Addition 800 ' 7200 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ factor ------ Rval ---- Rval ----- Azm Tlt Gns Type Location/Comments Zone = Addition --- --- --- ------------ ------------------- Wall 310.0 0.088 13 11 0 90 Yes W13.2x4.16 Outside Wall 156.0 0.088 13 11 270 90 Yes W13.2x4.16 Outside Wall 360.0 0.088 13 11 180 90 Yes W13.2x4.16 Outside Wall 113.3 0.088 13 11 90 90 Yes W13.2x4.16 Outside Ceiling 800.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic Floor 800.0 0.037 19 27 -- 180 No FC19.2x8.16 Unconditioned COMPUTER METHOD SUMMARY Page 2 C -2R Project 'Title: Patrick Ench Run: 871 15 -May -03 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- OVERHANGS Fenestration -------------------------- Name Width Height NORTH -1 2'0" 310" Fenestration 310" 410" Exterior'Shade Over - Fenestration N-4 Area --------------- E-7 Tru 6'8" ----------------- 510" hang Name -------------- Type ------ (ft2) ----- U -factor SHGC Azm Tilt Type SHGC /Fins Zone = Addition --------- ------ --- ---- ---------- ------ ------ NORTH -1 Window 6.0 0.50 0.54 0 90 BugScrn 0.76 Overha N-2 Window 12.0 0.50 0.54 0 90 BugScrn 0.76 Overha N-3 Window 12.0 0.50 0.54 0 90 BugScrn 0.76 Overha N-4 Window 20.0 0.50 0.54 0 90 BugScrn 0.76 Overha W-5 Window 12.0 0.50 0.54 270 90 BugScrn 0.76 None W-6 Window 12.0 0.50 0.54 270 90 BugScrn 0.76 None E-7 Window 16.7 0.50 0.54 90 90 BugScrn 0.76 Overha E-8 Window 33.3 0.50 0.54 90 90 BugScrn 0.76 Overha E-9 Window 16.7 •0.50 0.54 90 90 BugScrn 0.76 Overha OVERHANGS Fenestration -------------------------- Name Width Height NORTH -1 2'0" 310" N-2 310" 410" N-3 31011 410.11 N-4 310" 618" E-7 216" 6'8" E-8 510" 618" E-9 2 6" 6181 Length Height Left Right 'H' 'V' Extension Extension ------ --------- --------- --------- 610" 114" 010" 1210" 610" 114" 010" 1110" 610" 114" 010" 1110" 610" 114" 010" 1110" 141011 1' 4" 0101, 231611 141011 1' 4" 01011 21101, 141011 1' 4" 0101, 231611 FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 'V' fenes Depth Height 'V' fenes ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Patrick Ench Run: 871 15 -May -03 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type -------------------------------------- Airflow TXV Efficiency and R-value Zone = Addition ----------- ---------- ------------- GasFur.80 Furnace N/A 0.80 AFUE Attic R-4.2 AcPkg-10 Air Gond. - central pckg No 10.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm). Fan CFM -------------------------------------------------------------- CEC_100%R4.2 216 No n/a 560 N WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ----------------------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.62EF -- No No COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Patrick Ench Run: 871 15 -May -03 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ GAS.62EF 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page f of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. f Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT' Building Envelope Measures: ' § 150(a): Minimum R-19 ceiling insulation. § 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. § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pemVinch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and Infrltraticn/Exfiltration Controls I. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have 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. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c, Flue damper and control 2. No continuous burning gas pilot lights allowed. k Space Conditioning, Water Heating ind Plumbing System Measures: § 110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the 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. § 1500): Pipe and tank insulation I. 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 R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R- 16 combined intemal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. January 4, 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (") may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties s minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCREPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 131A, or UL 181B. 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. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, k manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. I. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 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 coo.king appliances with pilot < 150 Btu/hr Lighting Measures: §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in ' 150(k)2.; and recessed ceilin fixtures are IC insulation cover approved. January 4, 2001 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R ' x Projecdt Title: Patrick Ench Run: 871 15 -May -03 Project Address: AP 31-28-027 Partick Ecnk Building Title: Patrick Ench Building Permit # Document Author: Don Freemyers Telephone: 530*533-9365 Plan Check / Date Compliance Method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 800 ft2 Fenestration Fenestration Exterior Average Ceiling Height: 910" ft -in SHGC Shading Building Type: SFD Single Family Detached ------------ 0.56 Building Front Orientation: 0 deg (North) 0.50 0.56 Glazing Area, % of Floor Area: 17.6% Window East 66.7 0.50 Average Fenestration U-Value:0.50 Overhang Average Fenestration SHGC: 0.54 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value R -value R -value U -value Location/Comments Wall ---------------- 13 -------- 0 11.36 -------- 0.088 ----------------------- Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Ceiling 38 0 41.67 0.024 Attic Floor 19 0 27.03 0.037 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------- -------------------------- ------------------------- Non-Slab 800 Yes Unconditioned FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation ----------------- (ft2) ----- U -factor SHGC Shading and Fins Window North 50.0 ------------ 0.50 ------------ 0.56 ---------- BugScrn -------- Overhang Window West 24.0 0.50 0.56 BugScrn None Window East 66.7 0.50 0.56 BugScrn Overhang CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Patrick Ench Run: 871 15 -May -03 THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments ----------------------- ----- ----- --------------------------------------- None HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type Efficiency Airflow TXV and R -value -------------------------- ---------- ----------- ------------------- Furnace 0.80 AFUE N/A Attic R-4.2 Air cond. - central pckg 10.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC_100%R4.2 216 No n/a 560 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ --------- ----------------------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.62EF -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ GAS.62EF 76% -- 36.00 -- -- __ HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value ----------- ------------- ----------------------- --------- ------- None CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Patrick Ench Run: 871 15 -May -03 SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Certification ##: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Date Signed Date DOCUMENTATION AUTHOR Don Freemyers Freemyers Design 575 Nelson Ave., Oroville, CA 530*533-9365 02 Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Patrick Ench Run: 871 15 -May -03 Project Address: AP 31-28-027 Partick Ecnk Building Title: Patrick Ench Building Permit # Document Author: Don Freemyers Telephone: 530*533-9365 Plan Check / Date Compliance Method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 18.00 Space Cooling 19.44 Water Heating 25.31 Total Wall 62.75 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones Total Conditioned Volume: Proposed Design -------------- 17.14 22.62 20.69 -------- Complies 60.45 Yes 800 ft2 9'0" ft -in SFD Single Family Detached 0 deg (North) 17.6% 0.50 0.54 1.00 1 Raised floor 1 7200 ft3 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) Addition 800 7200 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area Type ---------- (ft2) Zone = Addition ------ Wall 310.0 Wall 156.0 Wall 360.0 Wall 113.3 Ceiling 800.0 Floor 800.0 U- Insl Total Tru Slr Construction factor Rval Rval Azm Tlt Gns Type Location/Comments ------ ---- ----- --- --- --- ------------ ------------------- 0.088 '13 11 0 90 Yes W13.2x4.16 Outside 0.088 13 11 270 90 Yes W13.2x4.16 Outside 0.088 13 11 180 90 Yes W13.2x4.16 Outside 0.088 13 11 90 90 Yes W13.2x4.16 Outside 0:024 38 42 -- 0 Yes R38.2x4.24 Attic 0.037 19 27 .-- 180 No FC19.2x8.16 Unconditioned COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Patrick Ench Run: 871 15 -May -03 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- OVERHANGS Fenestration -------------------------- Fenestration Height Left Exterior Shade Over - Fenestration IHI Area --------------- Extension Tru 210" ----------------- ------ 6101' hang Name -------------- Type ------ (ft2) ----- U -factor SHGC Azm Tilt Type SHGC /Fins Zone = Addition 4'011 --------- ------ --- ---- ---------- ------ ------ NORTH -1 Window 6.0 0.50 0.54 0 90 BugScrn 0.76 Overha N-2 Window 12.0 0.50 0.54• 0 90 BugScrn 0.76 Overha N-3 Window 12.0 0.50 0.54 0 90 BugScrn 0.76 Overha N-4 Window 20.0 0.50 0.54 0 90 BugScrn 0.76 Overha W-5 Window 12.0 0.50 0.54 270 90 BugScrn 0.76 None W-6 Window 12.0 0.50 0.54 270 90 BugScrn 0.76 None E-7 Window 16.7 0.50 0.54 90 90 BugScrn 0.76 Overha E-8 Window 33.3 0.50 0.54 90 90 BugScrn 0.76 Overha E-9 Window 16.7 0.50 0.54 90 90 BugScrn 0.76 Overha OVERHANGS Fenestration -------------------------- Length Height Left Right Name ------------ Width ------ Height, ------ IHI IV[ Extension Extension NORTH-1 210" 31011 ------ 6101' --------- 11411 --------- 01011 --------- 12'0" N-2 3 1 0 11 4 1 0 11 6 1 0 11 1' 4 11 0 1 0 11 1'11 , 0 11 N-3 310" 4'011 61011 1'411 010'1 1110" N-4 31011 6 1 81' 61011 11411 01011 111011 E-7 2 1 611 6 1 811 141011 11 411 0 1 011 231611 E-8 5 1 0'1 61811 14 1 011 1'4" 0 1 0'1 211 011 E-9 2 1 611 6 1 811 14 ' 011 11411 0 1 01' 23 1 611 FINS -------------------------- Left Fin Right Fin Fenestration Dist -------------------------- Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name ------------ Height ------ Width ------ Depth ------ Height 'VI ------ fenes Depth Height IV, fenes None ----- ------ ------ ------ ----- ------ COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Patrick Ench Run: 871 15 -May -03 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---------------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type -------------------------------------- Airflow TXV Efficiency and R-value Zone = Addition ----------- ---------- ------------- GasFur.80 Furnace N/A 0.80 AFUE Attic R-4.2 AcPkg-10 Air cond. - central pckg No 10.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target . Duct Surface ACOA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC_100%R4.2 216 No n/a 560 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------------------------------------------ Gas.62EF -- No No Is COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Patrick Ench Run: 871 15 -May -03 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ GAS.62EF 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page i of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: §150(a): Minimum R-19 ceiling insulation. § 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. § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permlinch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltraticn/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have 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. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and, faucets certified by the 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. §1506): Pipe and tank 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 R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. January 4, 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, U7. 181 A, or UL 181 B. 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. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 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 Lighting Measures: § 150(k) I.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in ' 150(k)2.; and recessed ceiling fixtures are IC insulation cover approved. January 4, 2001 DDuq NEvE.s C -0N STRUC.Tt0W L�cENse�`►�9�s8 NbmC- : (s30) s3a - 48a-1 m06'L-E •(Sgo)3/8•0393 APS 03f�ksaoISoo o u�R Zoavc- TRUSS SCHFDill F TAILS MARK PITCH SPAN AMT. DESCRIPTION FRONT BACK Al 12 �? Z 20` I cA,�e-. GA$LF— F v -z - 2Q ° M I � :12 � • Si4. � V -toxo G��i.� �J --. ..... Al I : v2 It e 20' % (=AV-AVCz�t:7 A. � �► 20 o i c "�z (E-t,) - �F a = 12 SLE.° I� S�'A �� . �l r, �c �14 C� ja -- - B1Awmd &MAW, PROJECT: �� ��,�, ��� , COUNTY: CONTRACTOR: ENDEAVOR HOMES (ROOF: COIMP PLAN: JDATE: MNZ ?,00 3 SNOW: DRAWN BY: M Irl TAIL CUT: PLUMB a O z� C-) Cl) m cn .rte 0 QJ CD m rn W c-� o O N O O W m T N n I v a N N MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 MiTek® USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: ENCK The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes Pages or sheets covered by this seal: R9273779 thru R9273784 My license renewal date for the state of California is June 30, 2005. �eRpFESStOI�,�� c� 2 N4.IC12)"A -A May 30,2003 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 AINSMI-1995 Sec. 2. Job Truss Truss Type Qty Ply TCLL- .16.0 Plates Increase 1.25 TC 0.07 Vert(LL) Na Na M1120 220/195 TCDL 10.0 R9273780 ENCK Al CAMBER 2 1 WB 0.06 Horz(TL) , 0.00 15 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) Endeavor Homes, Oroville, CA 9596050-0 5.000 s Feb 19 2003 MiTek Industries, Inc. Fn May 30 08.10.54 2003 Page 1 10-0-0 20-01 10-0-0 10-" 3x4 - 6.3-8 13-8-8 20-0-0 , 6.3-8 7-5-0 63-8 of rA d Scale =1:59.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL- .16.0 Plates Increase 1.25 TC 0.07 Vert(LL) Na Na M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) Na Na BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) , 0.00 15 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 125 lb LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1&Btr G OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,16-17. REACTIONS (Ib/size) 1=85/20-0-0, 15=85/20-0-0, 26=8/20-0-0; 19=9/20-0-0, 23=86/20-0-0, 22=86/20-0-0, 16=194/20-0-0,17=55120-0-0,18=104/20-M, 20=93/20-0-0, 21=93/20-0-0, 29=194/20-0-0, 28=55/20-0-0, 27=104/20-M, 25=93/20-0-0, 24=93/20-0-0 Max Horz 1=-260(load case 3) Max Uplift 1=-155(load case 3), 26=-24(load case 4), 19=-29(load case 4), 23=-3(load case 4), 16=-57(load case 3), 17=-11(load case 3), 1 B=-23(load case 5), 20=-27(load case 5), 21=-34(load case 5), 29=-61 (load case 4), 2B=-11(load case 5), 27=-26(load case 4), 25=-26(load case 4), 24=-34(load case 5) Max Grav 1=223(load case 4), 15=85(load case 1), 26=69(load case 3), 19=79(load case 3), 23=101(load case 3), 22=86(load case 1), 16=195(load case 7), 17=55(load case 7), 18=104(load case 1), 20=93(load case 1), 21=95(load case 7), 29=195(load case 6), 28=55(load case 6), 27=104(load case 1), 25=93(load case 1), 24=95(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-55, 3-4=-39, 4-5=-42, 5-6=-42, 6-7=-41, 7-8=-36, 8-9=-36, 9-10=-41, 10-11=-42, 11-12=-42,12-13=-39,13-14=-55,14-15---65 BOT CHORD 1-29=31, 28-29=13, 27-28=21, 26-27=15,25-26=12, 24-25--12.23-24--12,22-23=12,21-22=12, 20-21=12.19-20--12,18-19=15,17-18=21,16-17=13,15-16=31 WEBS 7-23=-58, 9-22=-58, 14-16=-127, 13-17=-47, 12-18=-73, 11-20=-69, 10-21=-68, 2-29=-127, 3-28=-47, 4-27=-73, 5-25=-69, 6-24=-08 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek' Industries, Inc. T" C 17180 * EXR 06M0105 Civil. q�4FCA1.1F May 30,2003- Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8, V " Cz C3 J5 2. Cut members to bear tightly against each 0 o of 0 0 3 3 L. 3. Place plates on each face of truss at each U O joint and embed fully. Avoid knots and wane O " U at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, . 0 plates 1/8" from outside edge of at 1/4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO -A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Qty Fly R9273780 ENCK Al CAMBER 2 1 Job Reference (optional) cnuedvur nulmsb, vruvmC, % rM zru.7uJ _� -- '- - -- ---- ' NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 19, 16, 17, 18, 29, 28, 27. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek, ndustries, Inc Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ' Center plate on joint unless � � 1 /a Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8' �/e ~ C2 C3 J5 2. Cut members to bear tightly against each o other. Of 0 w, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane CL �'' " v at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C, 4 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A JS J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 7M BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indust Ds, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDROA PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Qty Ply TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 R9273779 ENCK A CAMBER 12 1 WB 0.33 Horz(TL) 0.12 7 Na BCDL 10.0 Code UBC97/ANSI95 , (Matrix) Job Reference (optional) tnoeavornomes,urovme,%,h aay000 .,.,,, .., �.,, ....oho _-__ 33-11 i 65-4 } 10-M 16415_ 20-" 33-11 3-1-9 3.6-12 6.8-5 3-3-11 4x4 - 4 634 10-" 13-8-8 1665 20-" 2-11-13 3-8-8 3-8-8 2-11-13 33-11 4 4 ro 0 Scale =1:59.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep'Stress Incr YES WB 0.33 Horz(TL) 0.12 7 Na BCDL 10.0 Code UBC97/ANSI95 , (Matrix) 1st LC LL Min Well = 360 Weight: 111 Ib LUMBER TOP CHORD 2 X 4 DF No.I&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=710/0-3-8, 7=710/0-3-8 Max Horz 1=-258(load case 3) BRACING TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=-777, 5-6=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62,2-11=-123,3-11=589, 3-10=-516,4-10=810,5-10=-516,5-9=589, 6-9=-123, 6-8=62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A WARNING - Verip, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek industries, Inc. Q6FESS/\ AIVn� C 17180 ' a EXP. 06/30/05 * t1'j. CNI� �nr^1,1 May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to'Follow Could Cause Property 3 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8, --► CZ Q J5 2. Cut members to bear tightly against each o other. 0 �, a LC6. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8C7 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. NN MiTek I1ldusl 3s, Inc. prior approval of a professional engineer. 0 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO-A/R 0 PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NAIL Job Truss Truss Type Qty Ply DEFL in (loc) Udefl TCLL 16.0 Plates Increase R9273784 ENCK M1 MONO TRUSS 1 1 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a - Job Reference (optional) tnaeavor nomas, vrovnle, L,rt sago 0 0-0 J.VVV J IV. 1.7 GVVJ IY111 GIS 111U VJl11GJ, 111V. 1 "....y , uav , 9-8-8 9-8-8 Obi — 1x4 II 10 II 1x4 II 1x4 II 1x4 II 1.5x4 II 9-8.8 i 9$-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl TCLL 16.0 Plates Increase 1.25 TC 0.13 Vert(LL) Na - n/a TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a - Na BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 LUMBER TOP CHORD 2 X 4 DF N0.1 &Btr G BOT CHORD 2 X 4 OF No.1 &Btr G WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G PLATES M1120 Weight: 52 Ib Scale = 1:29.2 GRIP 220/195 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=79/9-8-8, 8=51/9-8-8, 13=195/9-8-8, 12=55/9-8-8, 11=105/9-8-8, 10=91/9-8-8, 9=112/9-8-a Max Horz 1=172(load case 5) Max Uplift 8=-23(load case 5), 13=-9(load case 5), 12=-2(load case 5), 11=-4(load case 4), 10=-7(load case 5), 9=-7(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35,2-3---25, 3-4=16, 4-5=-17, 5-6=15,6-7=15,7-8=-36 BOT CHORD 1-13=1, 12-13=1, 11-12=1, 10-11=1, 9-10=1, 8-9=1 WEBS 2-13=-129, 3-12=-47, 4-11=-73, 5-10=-67, 6-9=-81 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek. Industries, Inc. QRpFESSIO C. AI�pF2 C 17180 z * EXR 06/30/05 CN'L �P OFCA1.����� May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties, /s/a+ C2 C3 J5 2. Cut members to bear tightly against each 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p�'' " at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191/6 at time of 'This symbol indicates the fabrication. _ required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials, Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indus$ ies, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type QtY PIY DEFL in (loc) Ydefl - PLATES GRIP TCLL 16.0 R9273781 ENCK A2 CAMBER 7 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Job Reference (optional) tnueavor nurses, vruvule, %,r eoeuu0"0-0 _. ...04-d ----"-'-- ---- - 3-3-11 6.5-4 10-" 16-8-5 20-0-0 3-3.11 3-1-9 3-6-12 6.8.5 3-3-11 4x4 4 II — 11 6.dPi� ,xa X �-0� 0 A14 = 1x4 II 3311 638 10-" 13-0-8 16-8.5 20-0-0 3311 2-11-13 3$8 3-8-8 2-11-13 3311 Scale = 1:61.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ydefl - PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 134 Ib 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=710/0-3-8, 7=710/0-3-8 Max Horz 1=-258(load case 3) BRACING TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 11 FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=-777, 5.6=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62,2-11=-123, 3-11=589, 3-10=-516, 4-10=810, 5-10=-516,5-9=589,6-9=-123,6-8=62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s)1, 7 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A WARNING - Verify design paranreters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ni 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek.16clustries, Inc. p OFESS/\ Al�n�, - c17180 'P EXP. 06/30/05 * �",,��.. ClVI� �P \`"FCAL,F� May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8/a+ C2 C3 2. Cut members to bear tightly against each o c 0 �. �, 3 0 other. 3. Place plates on each face of truss at each jCL joint and embed fully. Avoid knots and wane Ov at joint locations. For4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C3 C, C,O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. .9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design, LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. im ad! BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings, -Inc. GANG -NAIL Job Truss Truss Type Qty Ply Plate Offsets (X,Y): [2:0-5-0,0-1-4], [3:Edge,0-3-0], [4:0-5-0,0-1-4] LOADING (psf) SPACING 2-0-0 CSI R9273783 ENCK BF COMMON 1 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.05 1-6 >999 Job Reference (optional) endeavor Homes, UrOVllle, UA VOUDD U.VVV a rcu is cuuo ,"n,cn u,uuau.... „n.. y 0-" r 3-7-10 7-" 10-4.6 14-0.0 3-7-10 3-4-6 8.9 �\ 3-4-6 3-7-10 3x4 ij 3 3x4 d Scale = 1:45.9 3x8 - 7.041 14.0-0 7.0-0 7-" Plate Offsets (X,Y): [2:0-5-0,0-1-4], [3:Edge,0-3-0], [4:0-5-0,0-1-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.05 1-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 HorL(TL) 0.01 5 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 136 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 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF StdG OTHERS 2 X 4 DF Std G NOTE: UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP CHORD MEMBER WITH 1.5X4 M20 CONN. PLATES AT 24 IN. O.C. ALONG TOP CHORD(EXCEPT AS SHOWN).NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-174(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-555, 2-3=-441, 3-4=-441, 4-5=-556 BOT CHORD 1-6=373, 5.6=374 WEBS 2-6=-141, 3-6=335,4-6=-140 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), "Standard see MiTek Gable End Detail" 4) All are 1x4 M1120 unless otherwise indicated. @�Q�E�S•�d G. ANDF plates 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. tt► 7) A plate rating reduction of 20% has been applied for the green lumber members. C 17180 Z LOAD CASE(S) Standard * EXP. 06/30/05 *, C1V11. A 9�OFCALW WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual May 30,2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual ' web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, wl 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Cz " J5 2. Cut members to bear tightly against each �/s ~ o other. 0 . $ 0 3. L. Place plates on each face of truss at each ' joint and embed fully. Avoid knots and wane O " U at joint locations. For 4 x 2 orientation, locate CL 4. Unless otherwise noted, location chord splices c8 C, . O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 199'. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. Y� ® TM HYDRO-A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL Job Truss Truss Type Oty Ply 14-M 7-0-0 7-0-0 Plate Offsets (X,Y): [1:0-4-2,0.0-10],[5:0-4-2;0-0-10] R927378'_' ENCK B COMMON 2 1' TCLL 16.0 Plates Increase 1.25 TC 0:12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Job Reference (optional) tnoeavor nomes, urovme, t.h aoeoo . , .., , .., , . ..0n -- ---- ...�.. . 0-0-0 3-7-10 7-" , 10-4-6 , 14-" 3-7-10 3-4-0 3-0-6 3-7-10 4x4 -- 3 3 Scale = 1:438 REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-0=350, 5.6=350 WEBS 2-0=-130, 3-6=348,4-6=-130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. K ne 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek-Industries, Inc. RpFESS/p� C17180 `rr * EXP. 06/30/05 C]Vil- �P OF CAl1F��� May 30,2003 3x8 - 7-0-0 14-M 7-0-0 7-0-0 Plate Offsets (X,Y): [1:0-4-2,0.0-10],[5:0-4-2;0-0-10] LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0:12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.07 1-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Udefl = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD, 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-0=350, 5.6=350 WEBS 2-0=-130, 3-6=348,4-6=-130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. K ne 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek-Industries, Inc. RpFESS/p� C17180 `rr * EXP. 06/30/05 C]Vil- �P OF CAl1F��� May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. y8 1/8 C2 C3 J5 2. Cut members to bear tightly against each o a other. J7 05 �, 0 LC6 3. Place plates on each face of truss at each U O joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices Ce C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5.. Unless otherwise noted, moisture content of lumber shall not exceed 191/o at time of "This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Inclusl r s, Inc. prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO A/R 0 PANEL CLIP 01993 Mitek Holdings, Inc. GANG -NAIL TRUSS SCHEDULE TAILS �o - �� �v �'� NI, �- m.. CAWyr - - ani( 1j�Y �`J.WI EmW71m][■��..,�R •ate � F- rY - hili■ PROJECT: CONTRACTOR:.- HOMES IROOF: DRAWN a O CD rn cn A n� rt co co C O ---I Ln � I rn w 0 C'7 I o ry o 0 LO m i - I I v a ry N . I Job Truss Truss Type Qty Ply DEFL in (loc) Udefl TCLL 16.0 Plates Increase R9273780 ENCK Al CAMBER 2 1 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a - Job Reference (optional) Endeavor Homes, Oroville, CA 9596050-0 5.000 s Feb 19 2003 MiTek Industries, Inc. Fri May 30 08:10:54 2003 Page 1 10-0-0 20-" 10-0.0 10-0-0 3x4 - 6-3-8 13-0-8 20-" 6.3-8 7-5-0 6.3.8 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Udefl TCLL 16.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a - Na BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 15 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G OTHERS 2 X4 DF Std G r4 0 PLATES M1120 Weight: 125 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0.0 oc bracing: 28-29,16-17. REACTIONS (lb/size) 1=85/20-0-0, 15=85/20-0-0, 26=8/20-0-0, 19=9/20-0-0,23=86/20-0-0,22=86/20-M, building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 16=194/20.04), 17=55/20-0-0, 18=104/20.0 , 20=93/20-0-0, 21=93/20-", component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual 29=194/20-0-0, 28=55/20-0-0.27=104/20-", 25=93/20-0-0, 24=93/20-" Max Horz 1=-260(load case 3) Max Uplift 1=-155(load case 3), 26=-24(load case 4), 19=-29(load case 4), 23=-3(load case 4), 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss 16=-57(load case 3), 17=-11(load case 3), 18=-23(load case 5), 20=-27(load case 5), Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 21=-34(load case 5), 29=-61 (load case 4), 28=-11(load case 5), 27=-26(load case 4), 25=-26(load case 4), 24=-34(load case 5) Max Grav 1=223(toad case 4), 15=85(load case 1), 26=69(load case 3), 19=79(load case 3), 23=101(load case 3), 22=86(load case 1), 16=195(load case 7), 17=55(load case 7), 18=104(load case 1), 20=93(load case 1), 21=95(load case 7), 29=195(load case 6), 28=55(load case 6), 27=104(load case 1), 25=93(load case 1), 24=95(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-55, 3-4=-39, 4-5=-42, 5.6=42, 6-7=-41, 7-8=-36, 8-9=-36, 9-10=41, 10-11=-42, 11-12=42,12-13=-39,13-14=-55,14-15=-65 BOT CHORD 1-29=31, 28-29=113,27-28=21, 26-27=15,25-26=12,24-25=12, 23-24=12,22-23=12,21-22=12, 20-21=12,10,20=12,18-19=15.17-18=21, i6-17=13,15-16=31 WEBS 7-23=-58, 9-22=-58, 14-16=-127, 13-17=-47, 12-18=-73, 11-20=-69, 10-21=-68, 2-29=-127, 3-28=-47, 4-27=-73, 5-25=-69, 6-24=-68 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not 32 Veri%v desi,tn purunfefers and READ NOTES ON THIS AND REvr_Rsr_ sml: eeroRr_ use Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance n' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Scale =1:59.3 GRIP 220/195 �pFES�S/�'11 C17180 �� * EXP. 06/30/05 * CNI%- q�OFCA'%-0"" May 30,2003 Job Truss Truss Type Qty Ply R9273780 ENCK Al CAMBER 2 1 Job Reference (optional) tnaeavor homes, urovnle, t A vowoo o.vuu s reu ry cuva ml I eR InUUbttteS, Inc. rn may au vo. Iu.DD cuua rdytt c NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable End Detail' 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 19, 16, 17, 18, 29, 28, 27. LOAD CASE(S) Standard A IVARNING - Vet-ifi, design paranu'fevv and READ NOTES ON THIS AND REVERSE .SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance t� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- = 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Job Truss Truss Type Qty Ply DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase R9273779 ENCK A CAMBER 12 1 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 Job Reference (optional) rnveavor nomes, vrovute, t,m aoao�-0 o.vvv s reo ra cvva mt t eK inousines, mc. rn 0-0-0 vo: w:os zuus rage 1 M d 3.3-11 I 65.4 10-0-0I 16-8-5 20-0.0 3311 3-1-9 3-6-12 665 3311 4x4 - 4 3311 63-8 10-0-0 13-8-8 1665 20.041 3311 2-11-13 318-0 3.8-8 2-11-13 3311 -$ Scale - 1:59.3 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 DF NoA&Btr G TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD 2 X 4 OF No.i&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (lb/size) 1=710/0-3-8, 7=710/0-3-8 Max Horz 1=-258(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=777, 5.6=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62,2-11=-123, 3-11=589, 3-10=-516,4-10=810, 5-10=-516, 5-9=589,6-9=-123,6-8=62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s)1. 7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A IVARNINC - Veri.fv design parameters and READ NOTES ON THIS AND REVERSE .SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancMIT" regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,0 ' --s'\ /AA� I� C 17180rr * EXP. 06/30/0V55 C1VIL q'OF CAUF��� May 30, 2003 Job Truss Truss Type Oty Ply TCLL 16.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a M1120 220/195 TCDL 10.0 R9273784 ENCK Mt MONO TRUSS 1 1 WB 0.02 Horz(TL) 0.00 8 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) cnoeavor nomas, vrovllle, L t% wawo 0-0-0 o.uuu s reu ito cuua mi i eK muustnes, mc. rn may au vo: iv:oo evva rage i Scale =1:29.2 O•C206 = 1x4 II 1x4 II 1x4 II 1x4 11 1x4 II 1.5x4 11 9-8.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G OTHERS 2 X 4 OF Std G REACTIONS (Ib/size) 1=79/9-8-8, 8=511948 -8,13=195/9 -8 -8,12=W9 -8A 11=105/9-8-8, 10=91/9-8-8, 9=112/9-8-8 Max Horz 1=172(load case 5) Max Uplift 8=-23(load case 5), 13=-9(load case 5), 12=-2(load case 5), 11=-4(load case 4), 10=-7(load case 5), 9=-7(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35,2-3=-25, 3-4=16, 4-5=-17, 5.6=15, 6-7=15, 7-8=-36 BOT CHORD 1-13=1, 12-13=1, 11-12=1, 10-11=1, 9-10=1, 8-9=1 WEBS 2-13=-129, 3-12=47, 4-11=-73, 5-10=-67, 6-9=-81 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nonnal to the face), see MiTek'Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 14-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ® IVARNING - 14vifv deli n parameters and RF -AD NOTES ON THIS AND REVERSESIDE. BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.'= : 11AAdditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance rrr regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss is Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Q�"F ESS/per �A A_r�S C 17180 EXP. 06/30/05 CIV%'. \P FCAl.1F May 30,2003 Job Truss Truss Type Qty Ply DEFL in (loc) 1/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 R9273781 ENCK A2 CAMBER 7 1 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 n/a BCDL 10.0 Job Reference (optional) tnoeavor nomes, Vrovllle, liN aaaoa0-M ..... a rcu "a c... m" " cn "....Inca, a w. I I'dZj w U... U.— -- ray. " 33.11 6-5-4 10-0-0 16-8.5 20-041 33-11 3-1-9 3-0-12 6-8-5 3311 4x4 4 -101„ 110 II o-�i�a = 6461-M U4 II U4 U4 11 3311 63-8 10-0-0 1343-8 16-8-5 20.0.0 3311 2-11-13 3-8.8 341-8 2-11-13 3311 r d Scale - 1:61.5 Plate Offsets (x,Y): (1:0-1-4,0-1-8), [7:0-1-4,0-1-8) LOADING (psf) SPACING 2-M CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-3-15 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 JOINTS 1 Brace at Jt(s): 11 REACTIONS (Ib/size) 1=710/0-3-8, 7=710/0-3-8 Max Horz 1=-258(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=-777, 5-0=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62,2-11=-123, 3-11=589, 3-10=-516, 4-10=810, 5.10=-516,5-9=589,6-9=-123,6-8=62 ` NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind toads generated by 80 mph winds at 25 it above ground levet, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. u 4) A rating reduction of 20% has been applied for the lumber members. OFESS! 0 plate green 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building QR designer bearing should verify capacity of surface. LOAD CASE(S) Standard C 17180 a * EXP. 06/30105 Sj CIVIL ® IV4RNING - Vei-ifs• design paruu,arurs and RI. -.'IID N07 -ES ON THIS AND REVERSE SIDE BEFORE USE OFCAL%V Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual May 3O, 203 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 DST -88 Quality Standard, DSB- ll 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss l Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MITek Industries, Inc. Job Truss Truss Type Qty Ply R9273783 ob BF COMMON 1 1 Job Reference (optional) rnaeavor nomas, vruvnle, t t% aaaoa 0-0-0 a.uuu s reu ra cuuo ml1 ex Inuusmes, Inc. rnOM .w uo:lu:Or [uua rage 1 3-7-10 + 7-0-0 I 104.6 + 14-0-0 3-7-10 3-0-6 6x9 -\ 3-4-6 3-7-10 3x4 ii 3 3x4 I4 d Scale - 1:45.9 NOTES 3x8 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 7-0-0 14-0-0 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an 7-" 7-0-0 Plate Offsets (X,Y): [2:0-5-0,0-1-4], [3:Edge,0-3-0), [4:0-5-0,0-1-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Q-QFESS10, (�� "Y ( G. ANQF�A Plates Increase 1.25 TC 0.08 Vert(LL) -0.03 1-0 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.05 1-6 >999 BCLL 0.0 * EXP. 06/30/05 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a q�OFCAl.IFOE� BCDL 10.0 May 30, 2003 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 136 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 6-0.0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G NOTE: UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP CHORD MEMBER WITH 1.5X4 M20 CONN. PLATES AT 24 IN. O.C. ALONG TOP CHORD(EXCEPT AS SHOWNI.NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). REACTIONS (Ib/size) 1=494/0.3-8, 5=494/0-3-8 Max Horz 1=-174(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-555, 2-3=-441, 3-4=-441, 4-5=556 BOT CHORD 1-6=373, 5-6=374. WEBS 2-0=-141, 3-6=335,4-6=-140 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. Q-QFESS10, (�� "Y ( G. ANQF�A 5) Gable studs spaced at 1-4-0 oc. �� �C 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members.C 17180 Z rT LOAD CASE(S) Standard * EXP. 06/30/05 CIVIL ® W4RNINC - Verib- design parameters rind READ NO77--S ON THIS AND REVERSE SIDE BEFORE_ USE q�OFCAl.IFOE� Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual May 30, 2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. IM 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 QST -e8 Quality Standard, DSa- UK 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Job Truss Truss Type Qty 7-0-0 14-041 7-" 7-" Plate Offsets Qx Y): [1:0-4-2,0-0-10],[5:0-4-2,0-0-10] R9273782 ENCK B COMMON 2 LY-LReference TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 (optional) tnaeavor homes, urovnie, ldi `JOJOO 0-0-0 A -VV V a rcu i s cwa Mien Muuw"Uc ' -. rn U iaY civ VO. w.v — rayo 3.7-10 7-" 10-0-0 + 14-" U 3-7-10 3-0-6 3-4.6 3-7-10 4x4 = Scale - 1:43.8 d 3 �d d REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-6=350, 5-6=350 WEBS 2-6=-130, 3-6=348.4-6---130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard May 30,2003 It . 3x8 - 7-0-0 14-041 7-" 7-" Plate Offsets Qx Y): [1:0-4-2,0-0-10],[5:0-4-2,0-0-10] LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.07 1-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a BCDL . 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 DF Std G REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-6=350, 5-6=350 WEBS 2-6=-130, 3-6=348.4-6---130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard May 30,2003 It . r,. TRUSS SCHEDULE TAILS MARK PITCH SPAN AMT. DESCRIPTION FRONT BACK AI 1 c? , Z ?_ot I c- ,-k c-. GAzLf- Sr -Z — AS M ► � :12 9 • S%z I V -toxo G�61� � —. �. A2 ' i,Z it 20° * eAr% ,�Z L$F,— A-- 59 12, 12 14° I S�'A��. '^�%�'�L( Z)tzf to C�(ojz — v Nwm maw am ■ PROJECT: cAg- � , COUNTY: CONTRACTOR: ENDEAVOR HOMES ROOF: COV.tiP PLAN: JDATE: �,AA 28 2,003 SNOW: -�- DRAWN BY: Irl TAIL CUT: PLUMB Scale: 1/4" Date: 05-3072003 ENCK AES. BUTTE CO. BF . i 2B A 12 A2 1 Al 1 Mi i Ai Copyright (c) CompuTrus Inc. ® MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA MiTek® FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: ENCK The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes Pages or sheets covered by this seal: R9273779 thru R9273784 My license renewal date for the state of California is June 3.0, 2005. Anderson, Bob 0,2003 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 ANSYI?I-1995 Sec. 2. Job Truss Truss Type Qty Ply TCLL 16.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - Na M1120 220/195 TCDL 10.0 R9273780 ENCK Al CAMBER 2 1 WB 0.06 Horz(TL) 0.00 15 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) tnaeavor homes, Vrovllle, t.A `.fatioa U.vvv Z. rev ra cvvo rva i cn aruuauica, un.. n, rvIay J 2 10.0-0 20-0.0 10.041 10-0-0 3x4 - 8 6-3-8 13-8-8 2D-0-0 638 7-5-0 6.3-8 5 Scale =1:59.3 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - Na M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) Na - n/a BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 15 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 125 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G OTHERS 2 X4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0-0 oc bracing: 28-29,16-17. REACTIONS (lb/size) 1=85/20-0-0, 15=85/20-M. 26=8/20-0-0, 19=9/20-0-0, 23=86/20-", 22=86/20-0-0, 16=194/20-0-0,17=55/20-0-0,18=104/20-", 20=93/20-0-0, 21=93/20-0-0, 29=194/20-0-0, 28=55/20-0-0, 27=104/20-0-0,25--93/20-0-0. 24=93/20.0-0 Max Horz 1=-260(load case 3) Max Uplift 1=-155(load case 3), 26=-24(load case 4), 19=-29(load case 4), 23=-3(load case 4), 16=-57(load case 3), 17=-11(load case 3), 18=-23(load case 5), 20=-27(load case 5), 21=-34(load case 5), 29=-61(load case 4), 28=-11(load case 5), 27=-26(load case 4), 25=-26(load case 4), 24=-34(load case 5) Max Grav 1=223(load case 4), 15=85(load.case 1), 26=69(load case 3), 19=79(load case 3), 23=101(load case 3), 22=86(load case 1), 16=195(load case 7), 17=55(load case 7), 18=104(load case 1), 20=93(load case 1), 21=95(load case 7), 29=195(load case 6), 28=55(load case 6), 27=104(load case 1), 25=93(load case 1), Z4=95(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37,2-3---55, 3-4=-39,4-5---42, 5-6=42,6-7=-41, 7-8=-36, 8-9=-36, 9-10=-41, 10-11=42, 11-12=42,12-13---39,13-14=-55,14-15=-65 BOT CHORD 1-29=31, 28-29=13, 27-28=21; 26-27=15, 25-26=12, 24-25=12, 23-24=12, 22-23=12, 21-22=12, 20-21=12, 19-20=12, 18-19=15, 17718=21, 16-17=13, 15-16=31 WEBS 7-23=-58, 9-22=-58,14-16=-127,13-17=47,12-18=-73,11-20=-69, 10-Z1=-68, 2-29=-127, 3-28=47, 4-27=-73, 5-25=-69, 6-24=-68 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not b WARNING :Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wf 53719 MiTek.Industries, Inc. Q(FESS/p��,, (�` C 17180 yT EXP. 06/30/05 Crvi�. �P OF May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Cz C3 J5 2. Cutmembers to bear tightly against each 0 a 17-71 �. �3 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane pv at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension Is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM WI! BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO A/R 0 PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NAILQD Job Truss Truss Type Qty Fly R9273780 ENCK Al CAMBER 2 1 Job Reference (optional) rnaeavor rimes, uravme, %.,r yasoo , , v ..,,.- ,....,., ..,.,...,.----- • - NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 19, 16, 17, 18, 29, 28, 27. LOAD CASE(S) Standard A WARNING - Verify design pai-anleters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. an 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -► 1 3/Q ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8 /8" C2 C3 J5 2. Cut members to bear tightly against each +I Q a 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane U at joint locations. For 4 x 2 orientation, locate CL 4. Unless otherwise noted, location chord splices C8 C7 C, a plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19`Yo at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 olherwise noted. continuous lateral bracing. 40�1 WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 9! TM13. 1 BEARING Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. HYDRO -A/R PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Job Truss Truss Type Qty Ply DEFL in , (loc) Udefl PLATES GRIP TCLL 16.0 R9273779 ENCK A CAMBER 12 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Job Reference (optional) rnaeavor nomes, vrovme, t�r aay 0-0-0 ,.w� .,,, ..�.,, 11-6. -0 y 1 3311 16-5-4 , 10-0-0 , 16-8-5 20-0-0 ' i � r 3311 3-1-9 3-6-12 6-8-5 3.3-11 4x4 - Scale =1:59.3 2 4 3311 63-8 10-0-0 13.8.8 16-8-5 20-0-0 33-11 2411-13 3.8-8 3.8-8 2=11-13 3311 LOADING (psf) SPACING 2-" CSI DEFL in , (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 111 Ib LUMBER . BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=710/0-3-8, 7=710/0-3-8 Max Horz 1=-258(load case 3) Sheathed or 5-3-15 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=777, 5-6=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62, 2-11=-123, 3-11=589, 3-10=-516, 4-10=810, 5-10=-516, 5-9=589, 6-9=-123, 6-8=62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically.. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek; Industries, Inc. Q I � C AIVn� Mr' C 17180 7 * EXP 06/30/05 CA1.@,;V May 30,2003 3 - Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 1 3/4 ' Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each " o a other. CLI O 3. Place plates on each face of truss at each U' 3 0c joint and embed fully. Avoid knots and wane OU at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Ce C7 C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191Y. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08' 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACINGICBO 1591, 1329,4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. HYDRO A/R ® PANEL CLIP 01993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Oty Ply PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - Na M1120 220/195 R9273784 ENCK M1 MONO TRUSS 1 1 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 n/a BCDL 10.0 Code UBC97/ANS195 Job Reference (optional) tnaeavor homes, yrovitie, Lh aaao 0-0-0 Scale =1:29.2 04204 = 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1.5x4 II 9.8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - Na M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) . , n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No -1 &Btr G TOP CHORD . Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 DF Std G OTHERS 2 X4 DF Std G REACTIONS (Ib/size) 1=79/9-8-8, 8=51/9-8-8,13--195/943-8,12=5519-8-8, 11=105/9-8-8, 10=91/9-8-8, 9=112/9-8-8 Max Horz 1=172(load case 5) Max Uplift 8=-23(load case 5), 13=-9(load case 5), 12=-2(load case 5), 11=4(load case 4), 10=-7(load case 5), 9=-7(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-25, 3-4=16, 4-5=-17, 5-6=15, 6-7=15, 7-8=-36 BOT CHORD 1-13=1, 12-13=1, 11-12=1, 10-11=1, 9-10=1, 8-9=1 WEBS 2-13=-129, 3-12=-47, 4-11=-73, 5-10=-07, 6-9=-81 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC971ANSI95 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Ouality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Q�p'FESSIp\ 7�{'�" C 17180 '`) ; * EXP. 06/30105 * CIV11- �P � ¢ QFCAI.IF�� May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/a ~ Vs+ C2 C3 J5 2. Cut members to bear tightly against each o a other. 0 Z 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane p at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. _ required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. v TM HYDRO A/R PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Job Truss Truss Type Qty Ply DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 R9273781 ENCK A2 CAMBER 7 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Job Reference (optional) r-nueavur Humes, Uruvllle, %,n wava0-0-0 . a ...0.:9d __ __.._.__ 3311 , 65-4 10.0-0 16.8-5 20-0-0 r� 3311 3-1-9 3812 6-8-5 33-11 4x4 = 4 6.0V' � 1X9 It 1X9 tl D14 = 1X4if 3311 638 10.0-0 1388 1685 20-0-0 3311 2-11-13 388 3-8-8 2-11-13 3311 Scale = 1:61.5 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.04 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 7 Na BCDL 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 134 Ib 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=710/0-3-8, 7=710/0-3.8 Max Horz 1=-258(load case 3) BRACING TOP CHORD Sheathed or 5.3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. JOINTS 1 Brace at Jt(s): 11 FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1568, 2-3=-1329, 3-4=-777, 4-5=-777, 5-6=-1329, 6-7=-1568 BOT CHORD 1-12=1154, 11-12=1153, 10-11=876, 9-10=876, 8-9=1153, 7-8=1154 WEBS 2-12=62,2-11=-123i 3-11=589,3-10=-516,4-10=810,5-10=-516, 5-9=589,6-9=-123,6-8=62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. RpFESS/\ /; e ,'-t' C17180 � a *\ EXP. 06/30105 * CIVIL� OF cat' May 30,2003 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property .3 ' Center plate on joint unless /a Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each 0 other. & �., 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p" v at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices CB C7 C6 O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. ai'm r BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO -A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Qty Ply DEFL in (loc) Vdefl PLATES GRIP TCLL 16.0 R9273783 ENCK BF COMMON 1 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Job Reference (optional) tnaeavor homes, Urovllle, GA VOU150 0-0-0 D•UUV 5 reD It$ NVJ MI I eK InDUstnes, Inc. rn0 M-0 av uanu:Dr cuus rage I 3-7-10 } 7-" 10-4-6 14-0-0 , 3-7-10 3-4-0 8x9 0 3.4.6 3-7-10 30 ij 3 3x4 3x8 - 7-0-0 14-0-0 7-0-0 7-0-0 IN d Scale =1:45.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.05 1-6 >999 . BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) list LC LL Min I/defl = 360 Weight: 136 Ib 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 OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-174(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-555, 2-3=-441, 3-4=-441, 4-5=-556 BOT CHORD 1-0=373, 5-6=374 . WEBS 2-6=-141, 3-6=335, 4-6=-140 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTE: UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP CHORD MEMBER WITH 1.5X4 M20 CONN. PLATES AT 24 IN. O.C. ALONG TOP CHORD(EXCEPT AS SHOWN►.NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24 IN. OF THE HEEL JOINT(S). NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 14-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconaurent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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 OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. "' C 17180 * EXP. 06'30/05 \CIV1% 4F CAti1F�i May 30,2003 1. 0 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. cz Q J5 2. Cutmembers to bear tightly against each 0 a J7 f 0 �. LC6 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. 40�1 continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM mi BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. v� TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job Truss Truss Type Qty PIY 14-0-0 7-M 7-0-0 Plate Offsets (X Y): [1:0-4-2,0-0-10),[5:0-4-2,0-0-10) R9273782 ENCK B COMMON 2 1 TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Job Reference (optional) cmudVul numub, V1uV111Q, v ....... ... .... ... _...._ ..... _.. ...___...__, ..._. .. -- _ --..--- ---- -.�- 0-0-0 0 1 3-7-10 7-0-0 1 10-4-0 14-" 3-7-10 3.4-0 3-4-6 3-7-10 4x4 - Scale = 1:43.8 d 3 d REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-0=350, 5.6=350 WEBS 2-6=-130, 3-6=348,4-6---130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard , May 30,2003 e 3x8 = 7-0-0 14-0-0 7-M 7-0-0 Plate Offsets (X Y): [1:0-4-2,0-0-10),[5:0-4-2,0-0-10) LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.03 1-6 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.07 1-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 5 n/a BCDL . 10.0 Code UBC97/ANSI95 (Matrix)- 1st LC LL Min Vdefl = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD '2 X 4 OF NoA &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 1=494/0-3-8, 5=494/0-3-8 Max Horz 1=-180(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-545, 2-3=-435, 3-4=-435, 4-5=-545 BOT CHORD 1-0=350, 5.6=350 WEBS 2-6=-130, 3-6=348,4-6---130 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard , May 30,2003 e Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ` Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. s+ Cz C, J5 2. Cuf members to bear tightly against each o C 5 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0�y " 0 at joint locations. " For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices CB C7 C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9.. Lumber shall be of the species and size, and in The first dimension is the width 4 X 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO -A/R ® PANEL CLIP 01993 Mitek Holdings, Inc. • GANGNAIL a , HILBERS ENGINEERING - y SHEET NO. �_ OF --- . P.O. Box 532 BYLg q- DATE 871 Von Geldem Way . Yuba City, CA 95991 - JOB NO. (916) 673-2947 STR IJ GTT R� L G LCj L4TIo �E °. PAS Ic" . y F 0 QQ►� 1Z�S I A�IJi IA L �PI71 aIJ o 9� 0 W p�sl�►� &D.sIS I�q oNo.39605 mo LIQ aE.2 �1''IP �,oao CIVI1 � RcaF1►J4 3. D PSI' ,, . yZ.:s4i C. 1'R �,SS�Se 24 M�GrI � 1.5 Z . 8 o jlIse, ;L PL= 14,3 usF-14.s LL - Ic�:of.sF �*90% I ZlrElU31 L� R �,oao CIVI1 � Co1/ F IZ ��r�' C Avg:, (241 t_�c� Z . 8 D LL = 4o, v gcor- {SMF. TRS�S .Tor C-�NG� IJu I t. DsIG�tED KY �.L+�G ISTF,9�Er� t,- 061"tir—. 1Fs1 � u L� A&0 u -o L_ LLos, &,-IT . c►aoRb ` �. 5 ?s r } I D D Psi` 4 -7A 71 x ► 2- 125-n��+. _TRW _. Z2,5x 5x I�� Z 135 Z 13s* HILBERS ENGINEERING . P.O. Box 532 . 871 Von Geldem Way . Yuba City, CA 95991 (916) 673-2947 : tet= r Al�iuh, GO"I -'acA � e C.4u F •12F�r - LF a QR��e - FUF = L/34,0 SHEET NO. '-7 BY U4 DATE _... _. _.- JOB NO. els 4,� >3r� r -r A F 4 z. A- 2.E & = 2z. �A -72x 204- f 2,(.7)e-7Zx Zoz .41,3�c to` I6'/® x I o s pocrL� Jo�si �I�'IdL . P I ole CI'/z & = l'l3�ps •4 -,II TL -+F- .. y 647 ....OK- Glx- 1¢4- 14o9.Sxrcv� t + l0 I Z9sF -off pct I-tF- 41 Z 4p '( 12s� Featuring Silent Floor' Joists for Residential Applications D Environmentally Responsible � Uniform and Predictable P Resists Bowing, Twisting, and Shrinking Lightweight for Fast Installation Significantly Reduces Callbacks Available in Long Lengths Product Warranty a 1-800-628-3997 N+W 6YArus%Qf 5t. cont � Silent Fla elt- 7-14 VWt "6oF L - Xt- q i f P. 4 Floor Span Tables Trus Joist - TJP Joist Sped f-ier's Guide 2025 - September 2003 Not all products are available in all markets. Contact your Trus Joist representative for information. —i r 13/4'. --f 91/2.. JJ7/8" 14" i I TJIO 110 joists -i r 21/id' 14" TJI® 210 joists 25M' 91/2 117/81' 14" 16.. TJ1Q 230 joists I r 25/id' 117/8" 3/8" 14' ro TJ18 360 joists —i r 3/2" ILMI 7 117/8" 7/16.1 14" irol. TJI@ 560 joists i man i iw&A i and nPnActiinn i /,aan i ivah i and naffisarf inn (Minimum Criteria ner Code) 40 PSF Live ad / - -- Lo ------ 16" o.c. 40 PSF Live Load 10 PSFDead Load Live 40 FSF Live Load 20 PSF Dead Load I Depth Tile .......... _..... I ...... 12" o.c. 1611 o.c. 19.2" o.c. 24" o.c. --- -------- 1---i ........... . .. I I 1 O.C. o.c. 19.2" o.c. 24" o.c. 1 N.A. 0 1 1'-" I 16 5 6'-7' 15 13'-2 *. 17'-8' . 15 ' -0" 1 1 3'-1 l' 12'-5" 12'-5' . ............ . ......... .... . ... . I 210. - 191-11 W-10' 1 13'10 '- 17 3' .- - 1 § , 14 -10' 1 ' - 13'8' 15'-4" 2ji k.,W . .......... . .. . .. . ... -A 16 ..'.--3 ....... . .. 17'-8'1� 16'-2- 1 15'-3- 4--T 2§ 19'-10* 1 iio 19'-6- 17'-10' 16'-10' W-511) 19'-6' .— .. 17'-3' - ..... 15'-8* 14'-0'(1) 17* -3' .. 210 .....__.__.__ 20'-6' __...._._._._._.. - 18'-8' *-* 17 8 15 . ......-.. .. ......... '-" .. .. 20 6 ......... ... ... - 1 18 - - IT -3- W-510) 117%" 17'-3" 21'-0' 19.-.2...'. .. 18-11 ... ..6' ... 16'-10' 21'-0 19 2 1I .- -.1-8-1.-- ---- ...16%-3"1 6 20'-11 ' 360 20'-11 _ §-6- fi_1010) . 23...'2.'.........._21'-10 5iO 1 26--1' 22'-4" 20'-9' 26'-1' 23 8 22-4 20'-911) 26-3" 24'.9" 20'-11'(1) -3' 18'-9" W-911) 21'-8- -i- 18'-9- .17 - -1 -0.) 21'-8' 14" 210 i3'0 .. .. 23'-3' ...... . i 21 2i .-9. i67 "F_ "' 20'-6' 191-11 3 -3 ... .. ......... 23'-10' .. .... . .. .............. 21'-8* . . ........ ........ 440) 191-91 . .................... 16%2'6)' ..... . . .......... . .... ' ............... L._360 W-211) ....... . . ...... '_ 2- -9'('. 23'-9* 21'-8' 22 '-'4'(') -17'-'10'-C . 21'-8* . - .. .... 560 ..26'-0 id'6; _J23'-8 _ iF-1 25'-4* 2Y -i '"'26-'-0' i —2V3'-8- J-i F5-iF6i 7i) YE-T1"(F 2 6 3 210 25'-9- 23'-6- 22'-0'(1) 19" 511) 25'-5- 22'-0'(1) 20'-1"(1) 16'-2'(') 230 26'__...I_21:. -Y 24'-l* ------ 22'-9- ---- i6 .... .. . . ........ ... .......... 26'-5"'(1) "-- * 22'-0'(1) -t ... .17.1. ............. . 16" 20* -11(1) ... . .... ...... . ....... . . 2' " 8- ,-_q,, 26'-3 '(1) 22'-4 '0) '-10-0) 23'-2' . .. ... 1560 -l' .-8. �4* 28'-0' 25'-2'(1) 32-8" 29'-8 26 3'11) 1,20'-1111) 1 i /,aan i ivah i and naffisarf inn (Minimum Criteria ner Code) Long term deflection under dead load, which includes the effect of creep, has not been constuereo. sora tratic spans ivilVEA 111111d' dead load deflection exceeding 0.33'. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: Tile 40 PSF Live ad / - -- Lo ------ 16" o.c. 40 PSF Live Load / 10 PSF Dead Load 4.0. PSF Live_ Load] 2.,0.,P,S F Dead-L.P.a.d.. - - . . . .. �Depth TJIO I 1i;i_o'_.c._ 1 ... 6- 0. C., o ii_o - . c - _. 1 . 6" o.c. .. . 19.2" a. c 24' - o.c. N.A. 110 18'-2' 6'-7' 15 13'-8'- 17'-8' 15'-3" 13'-1 1' ..... .. ... ............ .. 12'-5' . ............ . ......... .... 9 ,/�. I 210 191-11 17'-5* iU. _... '6' .- 1�� 15�� 360 16'-9* 15'-4" .'l3' -.8_'- . k.,W . .......... . .. . .. . ... -A 16 ..'.--3 ....... . .. .. ....... ..... 2§ 19'-10* 1 16'-l" 14'- 5' 110 21'-7" 18'-11' 17'-3" 15'-5'(1) 191-11, 17* -3' 15'-8- -----14'-0T) 210 228 20'-8- 18'-I1 16-10' "-ill 17'-3" 15'-5'(1) 117%" 1230 '2-3"-'3'2 1 -9 23 .0" 360 -4 '0) 25�4"....._..._.... -------- - _. . 23...'2.'.........._21'-10 "(1) 17'-10'(') .........21' 560 Y 4- -- - - .-0. 281-10" 26-3" 24'.9" 20'-11'(1) 110 23'-9* 20'-6' 18'-9' 16'-9'(') 21'-8' 181-9" 17'-l*(') 14'-7'(1) 210 25 8 22 6 20'-7* W-01) . ........... 23'- 9 * --j77 ............... 8 W-211) ....... . . ...... 14" 26'-4' 23'-9* 21'-8' 19 ----- �;jj) - Fj7 5 . 21'-8* . - 19, 91 ' ' ' 17' 360 __9 21 - 2 6 3 2 2 '-4' -6iC 32' ..... . .. . . 8' __J: 29'-9' ....... 28'-0' 25'-2*(') k; 20--11-0) 210 27'-10" 24'-1" 22'-0'(1) 19%511) 25'-5" 22'-0'(1) 20* -11(1) 16'-2" . . 2' " . ........... . ...... - * ....... ....... . .... 25'-5' 23'-2' ----- - 20'-7'(1) 26-9" 23'-2' 21'-2- -l' 16" . .......... 360 ...... — 31 '--f '4 -0. -2 . . ...... * __' 6'-lq:0L. ------------ 21'-5'(') ...... 31'-10" ..... .. .... .. . 2W-1iY('J ...... ........ .. ........... . 22'-4'(1) 17'-10 '0) 560 36'-I'_ 32'-11 1 3l' -o-(11 . 1-25'-211) 36'-1" 31'-6"111 26'-311) Long term deflection under dead load, which includes the effect of creep, has not been constuereo. sora tratic spans ivilVEA 111111d' dead load deflection exceeding 0.33'. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: Tile 40 PSF Live ad / - -- Lo ------ 16" o.c. 10 PSF Dead 19.2" o.c. Load 24 o.c. 40 PSF 12"o.c.16" Live Load 20 PSF De.ad Ladd.....__...,.. .. 0 c 24" o.c. 1110 N.A. -N.A. N.A. N.A. N.A. 2 N.A. N.A.. 2 1 7'-0' N.A. 21'-4' 17'-9' 14'-2* I.A. NX* . ..... . . ......... . 1 ............. . .. . .. ............. J 1.5'- 11 360 . ...... ..... . ...... N.A. 24'-5' 19'-6' k.,W . .......... . .. . .. . ... -A 16 ..'.--3 ....... . .. .. ....... ..... 2§ 19'-10* 1 How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select TJI@ joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance, use our TJ -Pro' Rating system. General Notes • Tables are based on: - Uniform loads. - More restrictive of simple or continuous span. - Clear distance between supports (13/4' minimum end bearing). • Assumed composite action with a single layer of 24" on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced 6" when floor panels are nailed only. • Spans generated from Trus Joist software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to load tables on page 15. r POlAC__a. -') �->F D Design Properties, Material Weights, and Job -Site Safety 5 Trus Joist • TJtl Joist Specifier's Guide 2025 • September 2003 Design Properties (l00% Load Duration) (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending IN ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wL2 _ 22.5 wL4 2.29 wL2 �- EI + dx105 EI + dx105 w = uniform load in pounds per linear toot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above --e Td DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. T/I� joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 'h' plywood ................1.7 psf Properties _ _ .. __. ...-----.._. _. _--....Reaction 34' plywood ................2.5 psf .. _...._... . _....._ . _.._ _.Basic Maximum 134" 31/,- Intermediate Depth TJI® Joist Resistive Joist Only Maximum End - Reaction (lbs) 3r4' OSB ...................2.7 psf Weight Momentt'I EI x 106 Vertical Reaction No Web With Web Based on: Southern pine - 40 pcf for plywood, 44 pcf for OSB (lbs/10 (It -lbs) (in? -lbs) Shear (lbs) (Ibs) Stiffeners Stiffeners -110- -- 2.3 2,380. ..__ ._140 1,220_ 1,330 865 __..___1_935 2,145 N A. 9'h" 210 2,860 167 980 .._ 230 2.7 3,175 183 1330 1,035 2,410 N.A. 110 238 _ 1,560......__. _ .... 885.._.. __ __ 1,935 _ .---.?:5_.. _ _ 2:8 I .3,015.. 3,6k' _ _ 283 1,655 - _ _ -,_ _980 _ _ ._ 2,145 _... 2.505. 11 7A 230 3.0 4 015. .._ 310 ,1655 ._ .___1,035 2,410 2765__ -_ 2,460___ ._ 360 _ ..._ 419 _ 1,705_ 1 080 _...... 560 - 4.0 9,500 636 2,050 1.265 3,000 3.475 351---- 1,860 -- ---885..._.__ .-_.1,935_.... -.--_2,295..-_ --110 __......_._._..2.8......._........ 210...- -3,565...- .. _ -- 980 - --2,145_- 14" 230.. -..3:? �.._._..4.280.. 3.3. - 4,755. - -415 ......_.........._1,945.----- 454 1 945... _..._ 1,035. _... 2 410.. _...... .. _ 3.3 7,335 -.... i 612 1,955._ .., 1,080 2,460 2,815 _360 560 4.2 11,275 926 2,390 1,265 3,000 3,475 210 3.3 4_895. 566. .__ _. _ ... 980 _.. _ .-_2,145__._ .. __.. 230 - _..._ . _ .... 5,440 -_..._....._2,190 618 2,190 2,765_ 16" .3.5 .. 8,405, 830_ . 2,190 '....1,080. 2,460 -_..2,815 560 4.5 12,925 _ ., 1,252 2,710 1,265 3,000 3,475 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending IN ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wL2 _ 22.5 wL4 2.29 wL2 �- EI + dx105 EI + dx105 w = uniform load in pounds per linear toot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above --e Td DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. T/I� joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 'h' plywood ................1.7 psf 4%' plywood ................2.0 psf 34' plywood ................2.5 psf 1 Lk' plywood ...............3.8 psf Ile' OSB ...................1.8 psf 5%' OSB ...................2.2 psf 3r4' OSB ...................2.7 psf 1'%' OSB ..................4.1 psf Based on: Southern pine - 40 pcf for plywood, 44 pcf for OSB Roofing Asphalt shingles ............2.5 psf Wood shingles ..............2.0 psf Clay tile .............9.0 to 14.0 psf Slate (3A* thick) ..............15 psf Roll or Batt Insulation (1" thick): Rock wool .................0.2 psf Glass wool .................0.1 psf Floor Finishes psf Hardwood (nominal 1') .......4.0 psf Sheet vinyl .................0.5 psf Carpet and pad .............1.0 psf 3'a' ceramic or quarry tile .....10.0 psf Concrete: Regular (1') ...............12.0 psf Lightweight (1') .......8.0 to 10.0 psf Gypsum concrete (3ra') .......6.5 psf Ceilings Acoustical fiber tile ..........1.0 psf 'h' gypsum board ...........2.2 psf 5%' gypsum board ...........2.8 pst Plaster (1' thick) ............8.0 psf WARNING Lack of concern for proper bracing during construction can result In serious accidents. Under normal conditions if the NOTES: following guidelines are observed, accidents will be avoided. 1. All blocking, hangers, rim boards, and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Lateral strength, like a braced end wall or an existing deck, must be estab- lished at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads -like a worker or one layer of unnailed sheathing. 4. Sheathing must be totally attached to each TJI® joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within a tolerance of 1h' from true alignment. s HILBERS ENGINEERING . P.O. Box 532 871 Von -Geldern Way . Yuba City, CA 95991 (916) 673-2947 :.. `STSUGTU L G :LGA LAI luw p�s�N P sis 1941 LIQ L = 14,3 usF- 14.s L = I •o f1sF gccF F*ki �. SHEET NO. �_ OF BY DATE z 15.03 JOB NO. o POO CIVI' 000000' 1 IP R�oFi�lC, 3,0 FSI= I s NSilt MrecH I. GI'�l L'4 Z . 8 jytl S G I . S L = 14,3 usF- 14.s L = I •o f1sF gccF F*ki �. SHEET NO. �_ OF BY DATE z 15.03 JOB NO. CZ�F TR SES..ToI� C ,NG I44,1u »SIGaED 1 ,r C.L+f, P--EcIsTE19�Ea L�1 6�S U 6- .o `pP C1;0 RD 9,0nr- t 1(Q,Q Fsl' i�C44 '1 %Ar1S, a ki FAitZ S 4 3o5x=1�431-4 .. Sre _ -7473x )Z 125�+. �Ra __ 22,5,c 3oS x 144 _ Z51 �h4 I� 5x Ing x :'1 z I 3s11-- 213s S -Z3,8 �z-4 o POO CIVI' 000000' Cou.F_R �OF C1 NSilt 1, j5 -t-,Ea GI'�l L'4 Z . 8 jytl S G I . S •L = 4a n CZ�F TR SES..ToI� C ,NG I44,1u »SIGaED 1 ,r C.L+f, P--EcIsTE19�Ea L�1 6�S U 6- .o `pP C1;0 RD 9,0nr- t 1(Q,Q Fsl' i�C44 '1 %Ar1S, a ki FAitZ S 4 3o5x=1�431-4 .. Sre _ -7473x )Z 125�+. �Ra __ 22,5,c 3oS x 144 _ Z51 �h4 I� 5x Ing x :'1 z I 3s11-- 213s S -Z3,8 �z-4 HILBERS ENGINEERING . P.O. Box 532 . 871 Von Geldern Way. Yuba City, CA 95991 (916) 673-2947 fZsF tP-A111.0 6x Gow I , %ZxC 14�stt�� �ZI2.,SP�F ; Mfi, .213,5 x roZ = qcQI ' a 101�L- �� PSS ��w� Fig �1►-�� tv= 033x( Md ++� ZFL SHEET NO. -Z- OF - BY DATE - S.o3 JOB NO. ae.f-A. 112- G ZG= 30,6 a_ 2.54 TlZ :- f -r'1 I S&D , I I"/B"nP e==- 11Sr_ ZoL 1t'/®x1�5 pocz��1 Jotsi e,I�li�L . SPAN= 141.0' � LL r40 =G1 fir &TL M rJaX 1 4Z — 149 8-- ""oto - Glx 1¢4" 7x cot x f¢Z _.3�7-t•©,034 = .41 041 I4Ox G�� fi(z I�o� OT�ktidz �4CEtzS + SOPLF -+- (0)4F-SF t 2r�4� 14z- 12- STO 4z1250 Ff� Featuring Silent Floor"II, joists for Residential Applications ® Environmentally Responsible Uniform and Predictable Resists Bowing, Twisting, and Shrinking a Lightweight for Fast Installation Significantly Reduces Callbacks Available in Long Lengths 1> Product Warranty y t � - 4 Y t k ¢ b i 3 f ; ti 1-800-628-3997Silent Floor. www.trusjuist.cam M Aw� f � Featuring Silent Floor"II, joists for Residential Applications ® Environmentally Responsible Uniform and Predictable Resists Bowing, Twisting, and Shrinking a Lightweight for Fast Installation Significantly Reduces Callbacks Available in Long Lengths 1> Product Warranty y t � - 4 Y t k ¢ b i 3 f ; ti 1-800-628-3997Silent Floor. www.trusjuist.cam M Aw� P 4 Floor Span Tables Trus joist - Tjr' Jois,, Soeciflier*s Guide 2025 - September 2003 I /419(1 UiVd% Lnad Deflection Not all products are available in all markets. Contact your Trus Joist representative for information. 13/4" 91/2 3/8 117/81' 14" TJ1@ 110 joists -i r 91/2 3/8', 117le' 14" IrF ILI TJ1@ 210 joists ir 25/id' 9'/2 117/8" 14" Ou TO 230 joists -i r 25/t8' I --I 3/8„14" 161. MU I TO 360 joists i r 31h., 117/5" 7AG" 14" rma TJI8 560 joists III /-qrn Live_ 11-nad Deflection (Minimum Criteria Per Code) 40 PSF 40-PSF Live Load /10'PSF Bea Load 10:_PSF 40 PSF Live Load 20 PSF Dead Load Depth TJ1 . .. Fo _C 12' o.c. o.c. 19.2" o.c. _iFi_.C' lio 16'-5' 15'-0' .2 ......... .. I_ .15'-0" 13-1 V 12 _5' 12'-5' 91h" ........110 210 19'-l' 14'-10 13'_10 '1i 7:-3- 17 3- 15'-9- 1*4._10-_" 1-5--1- 1T7.8.* *W --j- ' -v 8' 16'-2* 15-3. 14-2" 110 lCL 19'-6--- -1.-.1..0...'.. 15''�-5'0) 19 ' l.. 7'-''---.3'- _1.5'-8'_....._14.01(x) 5'-8'14.01() 17'-3" ... 210 ...._ .'--_6" 206 188 . .. 178* ---206 '-6 188 173 15511 1174-. 17'-3" 2.0 ..'.-.0. 164 i i§zI J4:! 16 3T) 9 11 ......... I..._ 36o W-311 1 .......... .....1...7..'.'. .............1....6....'. 19'-8'....... 18-4' _.._22 11.........._._20._11" 197§ 1710'(1 ) . ........ ......_._22'-li- 560 .._...__20_11_.... 2Y- . 28'-10* 22'-4- 20' 9'CiF. 26-3" 110 22'-2- 20'-3- 18'-9- 16'-9'(') 21'-8- 18'-9- 17'-l'(') ..... . ... . - 14-4,0) I 181-9* -2 1 "0' 23-_'-_3'__' -2- -1, _' 3' . . . ......... . 20'-0" W-01) 23'-3' . 18'-9'(') ........... . .... 16'-2'(') 14" 16 ._910) .. . ......... I ... ........ 23'-10' 21'-9" .... 20'-6" . ........ 191-11 23'-10* 21'-8* 230 191-91 117'-111) '19 -9- 17'-11(1) 22'-4" 20'-9*(') 26'-0* 23'-8' 1. 22'-4*(') 17'-10'(1) 26-3"(1) 560 29'-6' 96'-10' 5fin 32'-8' 29'-9" --.9--0'- 25'-411) 20' 11'01 29'.9" 210 .... . . ... . .... q 25'-9' .................... 26__51.._.........24'-11... 23'-6" 22'- '(1) 22'-9 . 19'-5*(') --------- 1_20WT) 25'-5" 26�4" 22' -OT).'. 23'-2' ..... ... ...... . _20'-..1'.(_1.) --- 21...-?.' ---- 1..6'--2'0.) 16' --;Lq __ 360 28' :9'__._ .... ... ...... .. ....... 28'-9" 26'-3'(1) 22 4'i?). IT -10-m 23'-2'-.21-2..'(')...........17.'-l'(1- ' - - 29'-8* -0- 25'-2'(1) ......-23'.2'---- 29-d.g-10.(')21-5'1)"_- 26'-3'('1 III /-qrn Live_ 11-nad Deflection (Minimum Criteria Per Code) Long term deflection under dead load, which includes the effect of creep, has not been considered. uoid italic spans reflecr iniffai dead load deflection exceeding 0.33'. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 50'and the span on either side of the intermediate bearing is greater than the /allowing spans: 40 PSF 40 PSF Live Load / 10 PSF DeadLoad 40 PSF Live Load 20 PSF Dead Load Depth TJI9 O.C. 16" O.C. O.C. F ieo.c. -- ' ' i�`; - � .. . O.C.16' o.c. 19.2" o.c. 2'4"o**.c. _iFi_.C' ...... ........ -, 6 0 C 182* 1.6 13'8'..__....._17'_8'..._........_15'3' 110 N. 13..'.-1. l..' ... 12'-5' 91h" ........110 210 19'-l' ..-..7. ...... 171-5' ...... .15'-3' 16'-6 ' 151-0 1 W-9- 1-5--1- 1T7.8.* N-1. 17' 11._ 1 15'-9' .. . .. 1 N.A. 19'-11' 15'-11" .. .... ... ... .. . . ........ . ........... ................ . .. . ........ 16'-1' 14'-5' .. . . .................. 24'-5' L-1 10 21 7"-- 24'.5- 20'-4'...... 1 §'-3' . . ........ ........... ...... _ ................ 17'-3' W-511) 17'-3" 15'-8" 14* -0'(1) �6 -10' ! 24'-10* 19'-10* J 210,.22'-8- __.18'-11' 20'-8' 18_-11 16'-10' 21'-1-0" 17'-3" W-511) 111%" 9 11 18'-2' W-311 1 .......... 360 25' 4' 23'-2' 21'- 0' 20'-4*(') 25 47'-110.0) . ........ . . gj. 10"(1) 1 560 28'-10* 26'-3' 23'-0* 28'-10" 26-3" 24'-9" 20'-11'(1) 110 23'-9' 20'-6- '-9'(') 21'-8' I 181-9* 17'-l'(1) 14'_-7.1.11. 210 -7- 18'-4'( I . ....... . 20'-7' 16 ._910) .. . ......... I ... ........ W-211) 14" 230.__....._._._26'-4' 23'-9. 1 ------ . ... ............ 19'-4'(1) .................. 25'.0"- '19 -9- 17'-11(1) 3 60 3' 24% 21'-5*(') ... 28-9" 26-3"(1) 22 ' 5fin 32'-8' 29'-9" --.9--0'- .. . .... 25'-2'01 32.8" 29'.9" 26-3"(1) 20'-11'11) 210 27'-10" 24'-1'L- 22; " O-(11 19' 25'-5" ._22'-0'! POW -0 - of 7Z) Design Properties, Material Weights, and Job -Site Safety 5 Trus Joist • TJfs Joist Specifi'er's Guide 2025 • September 2003 Design Properties (100% Load Duration) (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 vvL2 22.5 wL4 2.29 wL2 A= EI + dx10s A EI + dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. TJI joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 1�* plywood ................1.7 psf Basic Properties _ .................._........_..._._.._......... ............. .. _.........__..._Reaction Properties-----._...-_--- V4' plywood ................2.5 psf ..._....____.__..___.._.___............-..._..._ Maximum tz/a' 31k" Intermediate Depth TJI® Joist I Resistive Joist Only Maximum End __ Reaction (lbs) V4' OSB ...................2.7 psf Weight Moment0) EI x 106 Vertical Reaction No Web With Web Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB (Ibs/ft) (ft -lbs) (in.2-lbs) Shear (lbs) (lbs) Stiffeners Stiffeners 110 ----..._. 23 _ _.-2,380._.._._.... 140 11220 __..._._885. . ..___..._....-. 980 1 935 _ .- 2,145- N.A.___. 91h" 2,860 167.. . _-_21.0... _ 230 _2:6. 2.7 3,175 _..._._.1.,330-- 183 1,330 1,035 2,410 N.A. 3.015_.. __1.560 .---.__885.--_._.-.1935 2.,295._..._.. _110 _..---�-5 -- 2.8_ - 3,620 ___ _238...- 283 2,145 2,505 11th" _210. 230 _ .. _.__....__..._1,655.._.___ --...__1,655.----.-..- ...... .._.980 1.035.-._-- 2410 .--- _-..-2765 _ 360 __._.3.0 ..__...._.__.4,015 ..........___310.. .. __._.- _ _ 419. 12705- --1-,080 ._.. 2.460 2,815---.- 560 _........._3_0 ...- ..... 4.0 9 500 636 2 050 1,265 3,000 3,475 110 2.8 3,565 1,860 ___885._....._.._. 1,9352,295 210- _351 _ 415 945._._..-_._....--980...._.._........__ - 14" 230 _.._..3.1 --.._.._.....4,280 3�3___.. _. 4,755454 _.._ -_ 360 3,3 7,335 t ...__ .. i 612_ 1 955.,._. 1,080 2,460 .2,815 550 4.2 11,275 I 926 2,390 1,265 3,000 3,475 566. --2,190 -- ...__...980_.-.._ .......210..__..._.._._.._33-....... 0 - --4,895.. 5,440 _ 2190.__._ 1,035 2 410. ,._._ . 2,765 16" _3,5 ... 405 _ .618 830 1,080 2 460 2,815_ _ _360 560 ._3.5.__ ._.... 4.5 _8 12,925 _ 1,252 -2190. 2,710 1,265 3,000 3,475 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 vvL2 22.5 wL4 2.29 wL2 A= EI + dx10s A EI + dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. TJI joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 1�* plywood ................1.7 psf 1.4' plywood ................2.0 psf V4' plywood ................2.5 psf 1 I plywood ...............3.8 psf lh' OSB ...................1.8 psf 44' OSB ...................2.2 psf V4' OSB ...................2.7 psf 1 I OSB ..................4.1 psf Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB Roofing Asphalt shingles ............2.5 psf Wood shingles ..............2.0 psf Clay tile .............9.0 to 14.0 psf Slate (34' thick) ..............15 psi Roll or Batt Insulation (1" thick): Rock wool .................0.2 psf Glass wool .................0.1 psf Floor Finishes Hardwood (nominal 1') .......4.0 psf Sheet vinyl .................0.5 psf Carpet and pad .............1.0 pst 3✓4' ceramic or quarry tile .....10.0 psf Concrete: psf Regular (1') ...............12.0 psf Lightweight (1') .......8.0 to 10.0 psf Gypsum concrete (3/a') .......6.5 psf Ceilings Acoustical fiber tile ..........1.0 psf ik' gypsum board ...........2.2 pst 5A' gypsum board ...........2.8 psf Plaster (1' thick) ............8.0 psf WARNING Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions it the NOTES: following guidelines are observed, accidents will be avoided. 1. All blocking, hangers, rim boards, and.rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. ' 2. Lateral strength, like a braced end wall or an existing deck, must be estab- lished at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety'bracing jines'6f tx4 (minimum) must be nailed to a b aced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads -like a worker or one layer of unnailed sheathing. 4. Sheathing must be�totajly attached to each TJI® joist before additional loads can be placed on the system. ' 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within a tolerance of Vz' from true alignment. i HILBERS ENGINEERING . P.O. Box 532 871 Von Geldem Way . Yuba City, CA 95991 (916) 673-2947 ST(Z U GTU RSL G LTJ 1Z�S I A�I.IT'I,a L raDpl'TIaN - -- � � u p�s►�+� F.s1s I�q� LIQ 1= 1'1P R�FIu4 3,0 P5J' F�_fC - OFMCa, rt"R� Ss�Se floc � 3, O . I NSilt I �'� 1, E;7 M.ISG I,� ur-F_ LL o f s -F goof= Fg&.H 1 u!s SHEET NO. -J_ OF _. BY LIE J- DATE JOB NO. CIS R Jr' o 00oC,J 9j2 F�_fC - OFMCa, SCoI-ImT I NSilt I �'� 1, E;7 M.ISG I,� LL. = 4a O C=, . G V44-1 L_ � D}rSIG9E> (�A LJF J?jG IsT �a IJGw � 1 s� G. U unays AS ro LLO , S. LL- 6:4oIZD rte. E, F+ IL , o Psi PL LL• ; - W H -r= 3o5x =`1,431-4 s�E _ -7471x 12- 22,Gx 30Z x 144- z ZsI gin¢ ]-,5x1- x ;7 Z i 35*J' Z 135 UsE.4x.IZ1:;�F:J I of . HILBERS ENGINEERING . P.O. Box 532 871 Von Geldem Way. Yuba City, CA 95991 - (916) 673-2947 I4,sti� �Z13,5P�F Mt. •23,5 x Boz = q�I ' a ZSn z- Z Ib15 j_Ice. n � SHEET NO. OF BY LIA DATE JOB NO. T r Y1 13�c� 117�a„�P— List -ZZ = ��' 4- < ileo r!s�T ATM -My ). & = ZZ. 5A _72x 204- 2,�7x72-x Zoz -4 1 !'/p X 10 pocrL� Jolsi e.I�IIoL 6,a +4z, I fir &TL I hax 149 5 T = 22, Sx IIx 1¢¢ {= 267x(0 x 1¢Z-.3�7-41 -no34 _ .4l 14491 G cl, 5xly� waw w = 5.47L,F + ?1OpLr + (Oi�IZysF Zo�pc,+t t 7b 4c 12sL-) #2025 �T SPECIFIER'S G U 1 0 E ® •� AWeyerhaeuser Business TJI® 110 ° TJI° 210 ° TJI° 230 TJI® 360 TJI° 560 Joists V, >; a � r YL %3 f 1 � .Jr���}}}--- �•. �i �l I_j t 4. Floor Soan Tables Trus Joist - TJr' Jots, SueFier's Guide 2025 - September 2003 Not all products are available in all markets. Contact your Trus Joist representative for information. -1 r 13/4" 9W. 14" TJ10 110 joists -i r 21/id' 17 _T 9'/2" 117/8" 14" ,roll TJI® 210 joists TO 230 joists -i r 25AG" 117/&" 3/8 14" irol. FWW I TO 360 joists -i r 7/6„14" Y TJI® 560 joists I 1ARn Livo-L Lnad Deflection i /Qizn It iusa I nad np-flaction (Minimum Criteria Per Code) 40 PSF Live Load 10 PSF Dead Load C. 16"o.. 19.2" o.c. 24" o.c. PSF L.i..v. e L.'-..o.ad 10 PSF Dad P Live 20 PSF DeadIqag . ..... I- Depth TJIO I .40 . .e. .Loa -d .. ..... . . ........................ 12" o.c. 16" o.c. 19.2" o.c. ._.. I.. . ...4..0. . -SF -Load./ 12' o.c.o C.I o.c. 24" o.c. N.A. 110 1 150'� 4,6, 1._. -8' 16-5' 15'3'._._....13._11.'__...._.._12' 12'-5" 9W 91h" 17-3 15-9' l4-10' 13--10 ' 17-3 15-9- i 14-10' 13'-8" 15'-4" 2ii 17'-6- 16-4 15'-3- 14"-2- N.A. 16'-2- 15'-3" 14'-2* 4I7'-6. 110 191-61 17-10' 16' -10 W-511) 19'-6' 17'-3" .1§' -8. ........... 14'-011) ........ . ...... 17'-3' 1—. 210 . - 20 6 18'-8- '--.8. 16 5 20'-6' ... . ... . .. 18'-8" 17 * -3' 15'-5"(') 117A" 0 21'-0' 19'-2* 230 16'-10' 21'-0' ill 17'-9* W-311) - --------- 191-11, 360 22'-11* 20'- 11 3_66 7 -4- . ............. 22'-11' ......... 2q'� -J.t. J ff-.8."_1 25'.4- 2X-2" 2__.._....21.'_ 2Y 10"!!1 ..... . ..... . ............. . . 17'-10"(') .... . ........ I ... . .................. 26'-1' 23'-8- 22'-4- 20'-9'(1) 26-3" 110 20* -1 111) 20'-3* 18'-9' . 161-910) ..... .... 21 '-8" ... . ........ __ _...-_18....... 1-91 ... . _ W-911) 21'-8' 23'-3- 21'-3* 20'-0" 181-4'(')-- -23'-3*-.- 20'-7' 18-911)._ 16'-2*(') 14" 230 W-211) ...... - ------- - 21'-9* __ 20'-6' _.. 19'-1' 23'-10' -2 21'-8* 191-91 25-0 21 360 360 -k............._.28..-9". ....... 17' .'-..8..1. ... .....26'3"(Ji....... _66- __. 29'-6- _ 1 26'-10' 25'-4" 23'-6' 29-6- e -i -411) 20'-1 111) 16" 210 230 2.5'--9*..-., 26'-5" -.--23'--6 24'-1---- 22'-0'(1) 2;� 19*-5*(1) :"'_0'-7'0) 25'-5' 26'-5" - -------.......... 22'-0T) 23'-2' 20'-1'(1) 21.'-211) 22'411) 16'-211) 17'-111) ..... . ...... 17* -10'(1) -22'-011) --.20 360 . - 230 29 2 281-9" _26' 311) 20'-711) .. . .... .... 23-2 560 32'-8" 29 '-8' 28' -0* _J 25'-2'(1) 32.8" 26'-1 011) 26'-3'(1) 20'-11-(1) i /Qizn It iusa I nad np-flaction (Minimum Criteria Per Code) Long term deflection under dead load, which includes the effect of creep, has not oeen consluvrou. Oulu IMIG bpdlw dead load deflection exceeding 0.33. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: 40 PSF Live Load 10 PSF Dead Load C. 16"o.. 19.2" o.c. 24" o.c. 40 PSF Live Load 10 PSF Be Load 40 PSF Live Load 20 PSF Dead Load . _ - ...' .. . _. - .. Depth TJIO 24"o.c. C 12" ... o.c. .. , - o.c. 16 " o c. 19.2 o.c. 24" N.A. 110 18'-2' ZIP_- 4,6, 1._. -8' 7.-8. 15'3'._._....13._11.'__...._.._12' -5 91h" 210 191-1" 17 '-5* 16'.- 15'-0* 19 _1'. 16'-9' 15'-4" 13' 8' ifio 19'-T _-" 17'-1 1' N.A. ?A __ ... . ............. .. .. .. :F9'--7; 4I7'-6. 16-4- . ...... . . ............ 29'-10" 110 21'-7' 18'_11' 17'-3' 15'_5 (1) 191-11* 17'-3' 210 22'-8' 20'-8- .- _-FTF 8- . ..... V-4 1" 17'-3' 15%5T) 117Y 230 ill 17'-9* 23'-D" 191-11, 18'- 16 3_66 23'-2' 21'-10* W-01) 25'.4- 2X-2" 2__.._....21.'_ 2Y 10"!!1 ..... . ..... . ............. . . 17'-10"(') .... . ........ I ... . .................. .. . ..... -3 ......... . 24' 9' 23'-0' 28'-10" 26-3" 24�4' 20* -1 111) 110 23'-9' 20'-6" 181-9, W-911) 21'-8' 14'-7*(') . .... ....... . . . .. -- LO 25 8 '-' 22'-6" 2� 4' 20'-7" 181-910) . . ... W-211) ...... - ------- - 14" 230 . .. . ....... .. 26'-4" . ...... 23'-9' - 21-8 W -411) 25-0 21 * _19..9_ 360 -k............._.28..-9". ....... ." ........ .'-..8..1. ... .....26'3"(Ji....... .... 22'.-4. . .17'-10 560 32'-8- 29-1 .. ............ -0. 25'-211) 32-8" 29'-9" �i-.3"(1) 20' 11'01 210 27'-10 24'-1 22'-0'(1) 19-511)25---5' -- -22'-011) --.20 . - 230 29 2 25-5 23'-2' 20'-711) 26'.9' 23-2 .... .... ......................... 21-2'(1) ...-.1....... 17-fij) ...... ... ... 16" _10* 29'-0" 26'-1 011) 26' 10"(1) ... . ............ . 22'-4'(') ... .. ................. ... 17'-10'(1) . . ......... . . ............... 560 . ...... 3 .. 6 1 32' . . - 11' 31 .. .0 ) ...... ...... 2 . 5 V-611) W-311) 20'-1 l"(1) Long term deflection under dead load, which includes the effect of creep, has not oeen consluvrou. Oulu IMIG bpdlw dead load deflection exceeding 0.33. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select TJI® joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance, use our TJ -Pro' Rating system. General Notes Tables are based on: - Uniform loads. - More restrictive of simple or continuous span. - Clear distance between supports (13/4" minimum end bearing). Assumed composite action with a single layer of 24' on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced 6" when floor panels are nailed only. • Spans generated from Trus Joist software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to load tables on page 15. 40 PSF Live Load 10 PSF Dead Load C. 16"o.. 19.2" o.c. 24" o.c. 40 PSF Live Load 20 PS 112' o.c. 24!;t. 110 N.A. N.A. N.A. 15'-4' N.A. NA 1 16'-0' 12'-9' ZIP_- 4,6, 1._. NA. 21'-4" 170 N.A. 21'-4'. J .. . ........ 14'-2- 230 A 19'-2* ......... N.A. ...... ............. I N.A. L I-1 ........ . . 24'-5- ... . .... . 19'-6- N.A. ?A __ ... . ............. .. .. .. 6 '-3 .. ... . 16.3....__ 550 .. . ...... . ...... . . ............ 29'-10" .. 23'-10" ......... 2 9 '-10* 24'-10" 191-10' How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select TJI® joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance, use our TJ -Pro' Rating system. General Notes Tables are based on: - Uniform loads. - More restrictive of simple or continuous span. - Clear distance between supports (13/4" minimum end bearing). Assumed composite action with a single layer of 24' on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced 6" when floor panels are nailed only. • Spans generated from Trus Joist software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to load tables on page 15. Pow --) '�>F -Z) Design Properties, Materia! Weights, and Job -Site Safety 5 Trus Joist • Tit!,' Joist Specifier's Guide 2025 • September 2003 npcion Prenerties (100% Load Duration) (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of o (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wLz _ 22.5 wL4 2.29 wLz �= EI + dx105 EI + dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above Pry ' DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stock only over beams or walls. 1IVARNING psf Basic Properties _ . _.__._._........_._ ._..__ - .... alre untsta�le psf j Maximum 1x/a" 31/2" Intermediate Depth TJI® Joist j Resistive Joist Only Maximum EndReaction _(lbs) ------ -__Weight 3ra' OSB ...................2.7 psf WeightMomenN'I EI x 106 Vertical Reaction No Web With Web t • Rim Board - •'Sheathing (IbsAt) (ft -lbs) (in.2-lbs) Shear (Ibs) (lbs) Stiffeners Stiffeners 110 2.3 Z,380_ _140 ____._..._.._ 1 `220 ....... - .... -885 1.,935 ..__... _..___N_A_.._ .... 9'h" _ __... 2.6 I . _ 2,8(10 ._.. 167_ 1,330 _.. .980 2,145 _ . _ N A.. _210_ 230 2.7 1 3,175 .....__ 183 1,330 1,035 2,410 N.A. 2.5_ 3,015_._ -0._..__..._.__885.._._._. -110 ._..__ _ _. 2.8_ ... 3,620 ...__238._-- 283 �, 655 -- 980 --..._.__..._.._.....- 2,145 - ........._........_.. ..... .. .__..2,505 _.... 11'A" _210_ 230 3_0 .. 310 _-1 _... _ 1,655 __-.--1,035--.-._-.-2,410 __....._._._2,765-.__-.- - 360 _-.._--_-4,615 3_0 --- _._ 6,180 ..._._ 419 _ 080 ._....__2,460 _......._...__2,81.5..._.._.. 560 ___-- - 4.0 9,500 __-- 636 --1,76 2,050 1 265 3,000 3 475 110 2.8 31565 351 ..__ _._ 1.180_ 885 1,935 22295 21.0.._ 3.1 4,280._- 415 -... 3 5. - ---980 - - -2 145.--__ ........... 14" 230 ..._... ._._..... 3 4,755 ---- -454. _ _ _... 1945,.- _.. 360 _ --•3 _ . 3.3 _ . • 7,335 ( 612 1,95 _ 1,080 2,460 _ . 2,815 560 4.2 11,275 926 2,390 1,265 3,000 3,475 210...._ 3.3.......... 4,895 566_ -2,190.- 980 ..-2,145_.._._._ 230 ._....__._ 3.5 _ _ ._ 5,440 .. _.. 618_.____.., 2,190 _ 2,410 16" 3.5 8,405080 -1,015 2,4604.5 L76 12,925 1,252 2,710 1,265 3,000 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of o (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wLz _ 22.5 wL4 2.29 wLz �= EI + dx105 EI + dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches EI = value from table above Pry ' DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stock only over beams or walls. 1IVARNING psf Joists alre untsta�le psf 1'A' plywood ...............3.8 , ,� . laterally. psf Bracing lnclutleS'. 3ra' OSB ...................2.7 psf ..Blo •{Hangers ing • Rim Board - •'Sheathing ' ••Rim'Joi`st • Strut+tjnes T/1c) joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine 'A' plywood ................1.7 psf 5A' plywood ................2.0 psf 34' plywood ................2.5 psf 1'A' plywood ...............3.8 psf 1h' OSB ...................1.8 psf 4%' OSB ...................2.2 psf 3ra' OSB ...................2.7 psf 1'A' OSB ..................4.1 psf Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB Roofing Asphalt shingles ............2.5 psf Wood shingles ..............2.0 psf Clay tile .............9.0 to 14.0 psf Slate (34' thick) ..............15 psf Roll or Batt Insulation (1" thick): Rock wool .................0.2 psf Glass wool .................0.1 psf Floor Finishes psf Hardwood (nominal 1') .......4.0 psf Sheet vinyl .................0.5 psf Carpet and pad .............1.0 psi 3'4' ceramic or quarry tile .....10.0 psi Concrete: Regular (1') ...............12.0 psf Lightweight (1') .......8.0 to 10.0 psf Gypsum concrete (3ra') .......6.5 psf Ceilings Acoustical fiber tile ..........1.0 psf 'A' gypsum board ...........2.2 psf %' gypsum board ...........2.8 psf Plaster (1' thick) ............8.0 psf WARNING Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the NOTES: following guidelines are observed, accidents will be. avoided. 1. All.blocking, hangers, rim boards, and rim joists at the end supports, of the TJI® joists must be completely installed and properly nailed. 2. Lateral strength, like a braced end wall or an existing deck, must be estab- lished at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing lines'of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads -like a worker or one layer of unnailed sheathing. 4. Sheathing must be totally attached to each TJI® joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within a tolerance of 1h" from true alignment. HILBERS ENGINEERING . P.O. Box 532 871 Von Geldem Way . Yuba City, CA 95991 (916) 673-2947 SHEET NO. --J_ OF --�- BY LIE q- DATE Z15 �0 JOB NO. STRI�GT���L GA LCI L4TloW ;.-'. FE Q gip°° ° ' :1Z�S I A�i.IT'IA L �I71aIJ � 8� ° No. 3961 pFsl�� &�siS 19g1 LIQ "o o Exp. 1-2/3t so R' CIVIC ° °0°000° RFiu4 3,0 P51' � qr �OF Chi i"RilSsi;Se 24.6-- '3 O C,fcILG; Z.O �1�i� Z.8 MIs e, r -►ISG I,5 P L= 1.4,3 use 14,s� I LL I, o fs �i ROOF Ftp u� F TRu�cS�s..Top� C-�,NG� NAi� Di�SIGN�D 7��! Lid GIS-TF-��a iJGw 1 s� G U lmp5 AS u.,o t's° t Be�Tr.,,C�ORD C 14,7 -7473x 14+ zS,%+ I.. L�sE. :`7 0% 5 = � 3.8 ' i t r4l'; HILBERS ENGINEERING P.O. Box 532 871 Von Geldem Way Yuba City, CA 95991 - (916) 673-2947 ®i R Za�F FPAMIQ h; ooN i ' • v GJ :%Z KC 14,5;t 1 X213,5 PLF M t, .21 SS x loz = q c 1 8 i ZSn ICI�z S Zoo ++J = Z Pu= I& IL = '/-3160_. SHEET NO. -Z- - BY I — DATE JOB NO. -pFlz 30,6 A= 2.5,4 T f Y1 13�c7 117/6"oP — LIST-_ r� -'Zr, Z -0z _ se-cc)I < �►ecl-a LSE,;-TAZLEA7i ,) - 0 L\ 22,>;^-72x2o`� f Z,(o7x?LxZoz _O,f�Z--p.UCoS = U�6a5 -411�- to" . 117/® x I o 5 'Potzc� Jolsi e,I(pllo� . SPA N = 141.01' w= 1�33� r%�,�t4aJ =G1 ter' &TL 149 hax - O .-- , 11 sem. N .41 4OA7n_= � .22, SK IIx 1* 4- {� 2►G7XGl x 1¢z--�77-t"©,o34- _ . I4Oz.IoG �Sxio� S.3,7Lf + SOpLr•-4- 101<1 Z174F % Zr�2�pcac alt- ?�4,c 142- SR�: s� 41z- ate=�. 3oF�5- Featuring Silent floor", Joists for Residential Applications Environmentally Responsible a Uniform and Predictable Resists Bowing, Twisting, and Shrinking Lightweight for Fast Installation Significantly Reduces Callbacks Available in Long Lengths Product Warranty 1-800-828.3997 www.tr�sjaist.com �� Silent Fla OW 4 Floor Sipan Tables Trus Joist - TJ" Jots,* SPeifier's Guide 2025 - September 2003 I /A21% i iwm i outait naflipe-tinn Not all products are available in all markets. Contact your Trus Joist representative for information. -i r 13/4'. ---I 91/2.1 3/&"117/&" T 14" i I TJ1@ 110 joists -i r 21A6" 91/21, 14" Ira. Old I TJI® 210 joists -i r 25A6" E 9V2 14" FUN TJ1@ 230 joists -i r 25/ic," --t 117/5" 14" ro TJ18 360 joists i r 7/e, A 14" r," F1 101 UP 560 joists 4c,�� i /tan i iug% i nail ni-filp-ctinn (Minimum Criteria oer Code) 40 PSF Live Load __iFo C. 16" o.c. 40 PSF Live Load 10 PSF Dead Load 40 PSFLoad 20 PSF Dead Load Depth TO ............. . . .. � -O-.C. 16" o.c. 19.2" o.c. 24" O.C. _Live_ _. -- I _ - T_ - 2V O.C. iF 16" O.C. 19.2" o.c. N.A. _11 0 16'.5- 15 -0' 15 3.--........__13. _8 --.17'28 ....... . 15'-0" I 1 , 3 , 1_3 11.'__ 91h" ..lip 210 1 17-3- 15 -9'. 14'-10 13'-10' 17 3 15�4 16'-9* 15'-4' 13'-8' . ...... . - __.. N-_. A. 16'-2' 15' 3' 14'-2" 1*74 16'-2- 15'-3' 14'-2' 29'-10" 24'-10' 19'-10' 1 19'-6' 17'-10' W-10' W-511) 19'-6' 17'-3' ' .. I. 15'-8' __.,__14'_0'(!1_._-- 17'-3" -I-ig 210 _fO_-:i�_ . ... ...... _ 18'-8- 17'-8* 16'-5- ..... . . ............. ...... 20'-8' ........ . 18'-11' 115--5-0) 117A- 1 W-511) -2* 18 -1* 16'-10' 21'-0' 19'-2- 18'-l" 16'-3'(1) 19-11, 360 it..................._1.9._$......._...__18' 20--1 1 1.26' �:..... -4- 22--11 . .......... 21* -10' 9'-8' _I ........ . . .......... 1i_._1biTF -18- 23V ---17'--3 560 ..... 26'-l* 23'-8' 22'-4' ................. 1' 23'-8' 22'-4" 20'-9'(1) g.3" 0 20'-1111) 20'-3* 181-91 -20'-9* W-911) 21'-8' 18'-9' 'IT -111) 21'-8* 14- _110 . 210 _22_`2_......_ 23'-3* 23'-10' . .... ....... 21'-3'; . .. . ........._.........__20' 21'-9' 20'-6* T . ... . .... . ..... 191-11 _..._23__3 ....................20.'7....'--, _23'-10___-21_-8'__.1.___.19'9_. _910) 1 1- '* W-211)) _TT_1;6_)_ 17'-10T) .. . . ...... ........ - W-911) ........... L__160 26'-0' 23'-8* 22'-4' 20'-9'(1) 26'-0" 23* -8* 22'-411) . ......... - - - _... -1 '-8- 560 ------- -101 25'-4' 23'-6' 291-61, 26'-I0r 25%4-0) 20'-11'(1) X-311) ... ... F2_16 25'-9' 22* -6' 22'-0'(1) 19'-5'(1) 25'-5* 22' -OT) 20'-l'(1) W-211) W_... .J1 230 26'-5' .... .... - --- - --------- 20' 7T) 24'-l' 22'-011) 21' 2T) 17'- 1'(11 16" ____L..360........._28_9_.....__' ____ ...... _?I_ _.- _. _?�.: 24 __._20'_7 - -.-. -.i .1 28'-,9" �- 20'-7'(1..__........26' .9"._._... __ - 23'-2'..........__21_ 560 32'-8' 29'-8' 360 31'-10' 29'-0._...__26-105.'..1..._21- _.._.._23--2-_ -3 0 1 i /tan i iug% i nail ni-filp-ctinn (Minimum Criteria oer Code) Long term deflection under dead load, which includes the effect of creep, has not been considered. Bold itatic spans renect inivai dead load deflection exceeding 0.33'. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: F-Tilo 40 PSF Live Load __iFo C. 16" o.c. 40 PSF Live Load 10 PSF Dead Load--- 40 PSF Live Load 20 PSF Dead Lo , ad - Depth TJIO - --- iFO.C,.16*,"o_._c._ 19.2" o.c. 4" o.c. I I—- 12" o.c. I i, O.C. 24" o.c. N.A. _11 0 18'-2- 16'-7- 15 3.--........__13. _8 --.17'28 ....... . ........ 15'-.3.'. 1_3 11.'__ 12'-5' 91h- N.A. 17'-5' 16'-6* 15'-0' 191-11 16'-9* 15'-4' 13'-8' . ...... . - __.. N-_. A. ifo 560 _N-?- ............ .. ... . N.A. N.A. 16'-11' 15'-9' 19'-7- 29'-10" 24'-10' 19'-10' 1 14'-5- 110........_._21.'-7" 181-11, 17* -3" W-511) 191-11, ................. ... . 17'-3" 15'-8* 14'-0'(1) 210 ...... .22'-8- ..... . . ............. ...... 20'-8' ........ . 18'-11' ' 11-' W-511) 117N. :ffo -T -3- -1.6'.-1.0. ..* ........2....1..'.-..1.0. 17 9' 23.0 19-11, 18'-2' -., 360 25'-4- 23'-2' 21* -10' W-411) 25.4 -18- 23V ---17'--3 21 10 _ 17'-10-0 ) ...... 560 ............... ............... 28'-10" ............. ..... 26'-3" 24'-9" 23'-0" 28'-10' ; g.3" 24'-9" 20'-1111) 110 23'-9* 20'-6' 18--9. W-9-0) 21'-8* 18'-9- 1771-0) 14'-7'(') 210 0 _-j W-911) ........... 16'-2" . . .... 14" ...... .. .... 230 . ... .. . ... . ...... . .......... 26'.4- .......... . . I ...... ..... 1 ')3'-g* . .......... . . ... -0 21' 8' ..... . ... ............. W-411) '� '-8- , 19--9-- ------- 360 . ..... . . ......... 28'-9' 26'-3"' . .. . ..... 24'40) 2V -5T) ---------- ------ . X-311) ... ... FI-) 22'-4* 17'-1011 560 ��7 F_ ...... �47__§ ..... .. ...... . ---. 28'-0' - . . . .......... __....__28'-9"._ 25'-2*0) 32'.8" W_... 210 27'-10' 24'-l' 22'-011) 19'-5T) 25'-5' 22'-0'(1) W -l"(1) W-211) �- 20'-7'(1..__........26' .9"._._... __ - 23'-2'..........__21_ 211) 1T-111) .......... L16 360 31'-10' 29'-0._...__26-105.'..1..._21- _.._.._23--2-_ -_ ". 10" . .. 26 101(1 .......... ..... ........ 22'-4'(') 17'-1011) 61T 3 . 6' . 1 . . ....... 32'-11' 31'-011) 25'-2'0) 1 36'-1" 31'-611)26'-3T) 20'-11'0) Long term deflection under dead load, which includes the effect of creep, has not been considered. Bold itatic spans renect inivai dead load deflection exceeding 0.33'. (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5%' and the span on either side of the intermediate bearing is greater than the following spans: F-Tilo 40 PSF Live Load __iFo C. 16" o.c. 10 PSF Dead 19.2" o.c. Load 24" o.c - . _ 40 PSF 12" o.c. Live Load / 20 PSF Dead Load.._ ............. 15" O.C. 1 19.2 ... .. ..c.... O.C. 110 NA I N.A. N.A. 15'-4* NA NA 16 0 12'-9* A. 17'-0' N.A. 21'-4 17'-9' 14. . . . ..... . .... .... 230 N.A. 19'-2' .. . . ....... N. I i 19 -11. 15'-1 1. . . ....... 0 360. ...... . ..... . ....... .... . ... ....... I N .. . A . . ...... 24'-5- ___ .... . i-97,6- N-_. A. 24'-5' 2 - 0 .. ' .. - - 4 - 1 - 6 - - 3 560 _N-?- ............ .. ... . N.A. N.A. 29'- 10* 23'-10' N.A. 29'-10" 24'-10' 19'-10' 1 How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select TJI@ joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance, use our TJ -Pro' Rating system. General Notes • Tables are based on: - Uniform loads. - More restrictive of simple or continuous span. - Clear distance between supports (13/4" minimum end bearing). • Assumed composite action with a single layer of 24" on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced 6" when floor panels are nailed only. • Spans generated from Trus Joist software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to load tables on page 15. -)OF ---) Design Properties, Material Weights, and Job -Site Safety 5 Trus Joist • TJtl Joist Spec fier's Guide 2025 • September 2003 Design Properties (f00% Load Duration) (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wL2 _ 22.5 wL4 2.29 wLz �- EI + dx105 EI + dx105 w = uniform load in pounds per linear foot L = span in feet d a out -to -out depth of the joist in inches EI = value from table above �r DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. 9TJIO joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine Yeplywood ................1.7 psf Basic Pro erties P _�..__._.... ---------......__._...__..... Reaction Pro ernes ...............p.........__..........-- - ...__.. VV plywood ................2.5 psf ....._.-.__...__..._.__...._......._..._ Maximum 13/, - Depth Depth TJI® Joist Resistive Joist Only Maximum ' End Reaction (lbs) V4'OSB ...................2.7 psf Weight Momenlrrl EI x 106 Vertical Reaction No Web With Web Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB (Ibs/ft) (11 -lbs) (in.2-lbs) Shear (lbs) (Ibs) Stiffeners Stiffeners 3. 2,380"�_�-f._140 -- 1-220-- 9Yz" --,110 .__ 210.. ...._......._2 ..._.. 2:6 I - _ 2,860 I 167 ..__..._ 1-.3.30..-- ...980 -.2,1.45. .N ? .. 230 2.7 3,175 1 183 1,330 1,035 2,410 N.A. 2:5- 3,015.. 1560.._._.._._...__ 885 ._.. 71_1,23A___._1,295 .._........ 111A- _110 _210_.._ - _ ._ _ 2.8 . I 3,620.. l 4,015 --238_-- __. _...283. 310 ...... �.._-1,655 - ... - -980 .-- .... .... _ 2145.._..... . 2,410 _ 2,765 ._ __ -.2.460 ._.._..__._ 2,815. __._230 _....-_..3.0 360 _ 6,180.._.._ ..- 419 -1,655.__.._._ ��- 1,:080_ 56o _._.__9.0 ...._......_- 4.0 9.500 _. 636 2.050 1,265 3 000 3 475 110. ��0- --885 __ ,_. 1,935 ._...................... . - _--2=8--......._._3,565........_..._.........._351_._..._._.....- 14" 230.... ..._..._..._3.1._._..._......_.__4,280..-.-- --.--415 454 _...._.._ ..__1945 . 1 ,94 5.. _._ ._..._...._.980...._..__......_---.-- ... _ 1,035 _. 360 3.3 3.3 _1,755 7,335 t 612-. 1,955 ._, 1,080_ 2,460 2,815 560 4.2 11,275 _ 926 2,390 1,265 3,000 3,475 4,895 566- -2,190 -- -._... 980 __._2.,1.45........_ _..._-2,505.......... -210._.._.-_..._3_3..__......... 3:5 ___... 5 440 - - 2190 1,035 2 410 2 16" L _ . 3 5 8,405 __618 .,..- 890_.._..__ __ 2190... 1 080__460815 4.5 _ . 12,925 _ .__. 1,252 2,710 1,265 3,000 3,475 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. General Notes Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR-XXXX and these increases are reflected in span tables. The following formulas approximate the uniform load deflection of A (inches): For For TJI®110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wL2 _ 22.5 wL4 2.29 wLz �- EI + dx105 EI + dx105 w = uniform load in pounds per linear foot L = span in feet d a out -to -out depth of the joist in inches EI = value from table above �r DO NOT allow workers to walk on joists until braced. INJURY MAY RESULT. DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. 9TJIO joists are intended for dry -use applications Material Weights (Include TJI® weights in dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine Yeplywood ................1.7 psf 4%' plywood ................2.0 psf VV plywood ................2.5 psf 1'A' plywood ...............3.8 psf 1h' OSB ...................1.8 psf 5b' OSB ...................2.2 psf V4'OSB ...................2.7 psf 1W OSB ..................4.1 psf Based on: Southern pine - 40 pct for plywood, 44 pcf for OSB Roofing Asphalt shingles ............2.5 psf Wood shingles ..............2.0 psf Clay tile .............9.0 to 14.0 psf Slate (3%' thick) ..............15 psf. Roll or Batt Insulation (1" thick): Rock wool .................0.2 psf Glass wool .................0.1 psf Floor Finishes .___._......_...._............................... _-..-.-._._._...__.._. Hardwood (nominal 1') .......4.0 psf Sheet vinyl .................0.5 psf Carpet and pad .............1.0 psf 3'a' ceramic or quarry tile .....10.0 psf Concrete: pst Regular (1`) ...............12.0 psf Lightweight (1') .......8.0 to 10.0 psf Gypsum concrete (3/a') .......6.5 psf Ceilings Acoustical fiber tile ..........1.0 psf 'h' gypsum board ...........2.2 psf 5' gypsum board ...........2.8 pst Plaster (1' thick) ............8.0 pst WARNING Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions If the NOTES: following guidelines are observed, accidents will be avoided. 1. All blocking, hangers, rim boards, and rim joists at the erid supports of the TJI® joists must be completely installed and properly nailed. 2. Lateral strength, like a braced end wall or an existing deck, must be estab- lished at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay... 3. Safety bracing lines of 1x4 (minimum) must be nailed toa.biaced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads -like a .worker or one layer of unnailed sheathing. 4: Sheathing must be totally attached to each TJI® joist before additional Toads can be placed on the system. 5.'Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within a tolerance of 1W from'true alignment. A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT No (Rev. 12/96) APPLICATION AND PERMIT - &51 b AssTYAfL2'ZT5 ZONING BUILDING PERMIT 'ItiCCK, PATRICK 534-5224 TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNT�T%Tr!�TREET OROVILLE CA 95965 CONTRACTOR'S NAME NAMMEE OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ SUILDINGADDRESS 1576 6TH S= OROVITIE CA Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �� $ P=te AND SEWER NEF9 F4PUI � BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $50.00 ELECTRICAL PERMIT Fling Feel 20.00 OR LESS Main Service 20 OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, 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. ❑ , I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING UP. OR ADDNS. D1= ACC. BLD S. SO 3.5Q�: NEW CONS MULTI -OUTLET NON-RESID. C @7.50 AP= U b SINGLE OUTLET CIR. Ex. Occup. ounET OR FIXTURES SAL ;50 Ex. Occup. DUTLEEOTS Aa D.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) P, I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rkers' compensation provisions of se ion 3700 of the Labor Code, I shall fo i h comply woE th e p s Q X Date o Signature of App icant - ❑ n r Contractor 13 Agent" An OSHA permit is required for excavation er "de 5' ep and de tion or construction of structures r Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 50.00 HAL 0. FEES IMP FLOOD CDF pgpCEL pp HD E is permit ' hereby issued under the o e Bu a Cc my ode and/or indic ed b f w ich ass have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid I Date ✓ I I-3 Dat Receipt No. WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION P r N 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754_3, (Rev. 12/96) APPLICATION AND PERMIT 3 / ZONING BUILDING PERMIT ASSESSOR PARCELNumBER �.r �. OWNER r �/ ' ��t'�`E/ '-»� SQ• F7• OCC. BUILDING VALUATION OWNERS r/ G ADDRESS / �. ` ,. • C CONTRACTORS cONn:L*=RS WONG ADDRESS CONSTRUCnON LENDER LENDERS k%IUNG ADDRESS ARCHrrECr OR ENGINEER ARCHf ,k= OR ENGINEERS LLANNG ADDRESS LOT N0. LL SUBON610NSNWE USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPWM TYPE OF WORK New ❑ . Addition ❑ Remodel ❑ Utirrties ❑ Installation ❑ Other ❑ S1 016scribe Work: Total Valuation Is —Fifing Fee $ 20.00 Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE S PLUMBING PERMIT Firing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 j Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2DDOA OR � 23.00 Main'Service 2"A TO +000A 46.00 NEW CONST. DWELJJNG OCDUP. 1 3.50 SCL DR ADDNS a ACC. BLDS NEw cots . MULTHOvn.ET (ai7.50 NONAESID. e PERMIT, FEE PAID $PDWE�LAPPARAT19 a sINGLE oLmtT art __9_@ t.00 Ex- Occup. OUTLET OR FXPJRES SAL. @ .50 FD®APPLb6. OR Ex. Occup.5.00 ouTLE�s sro. Es SRA $ Temporary Service 23.00 Moble Home Facilities 20.00 Nilsc. Wiring 23.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Firing Fee 20.00 OTHER $ Heating Cooing Hood 6.50 Ventilation $ PERMIT FE[: I S Mobile Home Installation Fee $ $ Energy Inspection Fee $ O:` CONST. TYPE TOTAL FEE $ HAZ D. FES LMP I ROOD I WF PARCM PD HD ISSUE AMOUNT RECEIVED . This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Uindicated above for which fees have been paid. DATE RECE VED �� �57 By Date .; « , e O.B. -1 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. �I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ -NO ❑ HAVE .❑ HAVE NOT 11 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 this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: 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 AT _ �. ) Q 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 OVER O.B.- I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of 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 all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract; you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300' or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments 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. ♦ There may be financial risks for you if you do not carryout these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Intemal 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 contractors 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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. e . M E1 C. Vi ira, C.B.O., er, Building Inspection NOTE:. T91is Owner-BuilderinfomzWon is required by Section 19930 ofAe California Health and Safety Code COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 P IT NO. (Rev. 12/96) APPLICATION AND PERMIT' r J ASSESSOR PARCEL NUMB O ZONING BUILDING PERMIT H 09NFO�� SO. FT. OCC. BUILDING VALUATION . OwRES ,^ Y 1 O CONTRA R'S NAME ^_ /' � TELEPHONE CONTRACTORS MAIUNG/ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee $ Plan Checkin Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ lltilities�$]I Installation 13 Other 13 Describe Work: Gas piping system 1 - 5 outlets 15.00 -� Building sewer 15.00 Mobile Home I S I G I W 0.0 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR LES Main Service OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P Law for the following reason: 1, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To ,DDDA 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( & ACC. BLAS. SO 3.5¢FT, NOONN-RaIIDDT' MULTI.OUTLETITS @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES BAL @ 1.00 Ex. Occup. FlXED APPLNS. OR of ED RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certifythat in the performance of the work for which this permit is issued, I shall P P not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with�coThis \ 1 11 2 p X 1\. Date 11 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Ageht An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE _J TOTAL FEE $ Z D FEES IMP FLOOD COF PARCEL PD HD UE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate abo for which fees have been paid. By DateJ L PERMIT E RES N ' ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �J � � (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION MIT NO. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-jj �� J_ APPLICATION AND PERMIT (( ��jj ZONING BUILDING PERMIT uMa SQ. FT. OCC. BUILDING VALUATION OWNER'S COM%+ \C?DR5NArAE CONTRACTORS MANNG ADDRESS OONBTRUCTION LENDER LENDERS MAILING ADDRESS U Total Valuation is LJCENSE NO. FiCIn Fee $ ARCNITECT OR ENGINEER Permit Fee $ � � OR ENGINEERs 6UwNG ADDRESS Plan Checldn Fee $ eULDING ADDRESS Energy Pian Checking Fee $ >� $ PERMIT FEE $ SUBDNLSroNs NA/AE FARDEL LIAP PLUMBING PERMIT LDTNa Each Trap USEOFSTRUCTURE Soler or heat pump water heater Water piping SF Duplex ❑ Mobilehome ❑ Other sr�c�r Each gas water heater or vent TYPE OF WORK Gas piping syste!!! 1 - 5 outlets New 13. Addition ❑ Remodel ❑ U6fi6es ❑ Instaration ❑ Other ❑ Building sewer S I G I W1 x 1 Mobile Home PERMIT, FEE PAID $ SRA $ SHERIFF $ OTHER $ $ "LIT RECEIVED $ 20.00 iGng Fee 20.00 7.00 23.0 15.00 15.00 15.007 — 15.00 @20.00 1 F— PERMIT FEE I S ,J'�-) f Main Service ( 2ociL oa Ess Main Service MCA To 100" NEW CONST. DVAHL G OC7-U1 OR ADDNS. ( a_ ACC. OLD& Ig Fee 20.00 23.00 46.00 3.50ra Ex. Occup. oVn.ET OR FWURES SAL_ @ .50 FD® APPua. OA Ex. OceuP. ourLEis ro. E" 5.00 T emporary Service 23.00 obile Home Facilities 20.00 Wiring 23.00 PERMIT FEE 13 MECHANICAL PERMIT I Firing Fee I 20.00 6.50 PERMIT FEI: S Mobile Home Installation Fee $ ` C CONST. r -E TOTAL FEE $ —' NAZ 4 FES IMP I FLOOD I WF PARCEL I PD ND 776;7 wmvv�v ..�v�..... ., DATE RECEIVED This permit is hereby issued under the applicable provisons of the Butte County Code and/or Resolutions to do Work indicated above for which fees have been paid. By Date O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner-buildee' 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. �I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES` NO ❑ I HAVE HAVE NOT ❑ signed an ap lication for a building e P g p mut for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: . NAME: ADDRESS: CITY: 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 WORD IGNED: PROPERTYOW-NEk---J SOCIAL SECURITY NUMBER: DA NOTE. This Owner -Builder Verification is required by Section 19531 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 OVER O.B.- I I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of 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 all permits for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments 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. ♦ There may be financial risks for you if you do not Cory out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract 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 contractors 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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic 1 C. Vi ira, C.B.O. M er, Building Inspection NOTE. This Owner-BuflderInfornmation is required by Section 19830 of the California Health and Safety Code OVER r ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 rR 0 3 (Rev. 12/96) APPLICATION AND PERMIT ' G ASSE16)J 1RC�ll 2615 �� ll��L UU ZONING BUILDING PERMIT OWNER Patrick End.-, 534-5224 TELEPHONE SO, FT, OCC. BUILDING VALJATION OWNERS MAIUNG ADDRESS 1576 6th Strept Oroville 99965 CONTRACTOR'S NAME Dan D Elect 534-3844 TELEPHONE CONTRACTORS MAIUNG ADDRESS rC3 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDIJI /T �th Street Oroville l�/6 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7..00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: upgrade 1 i al Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.52FT; RENEWOSID. MULTI-OurLEr RCUITS @7.50 OWER APPARATUS b SINGLE OUTLET CIR. Ex. OCCU oun.Er OR FIXTURES B20 0 1 0 Ex. Occup. OFIxUTLETS R pOEA 5.00 Temporary Service 2300 Mobile Home Facilities 20, 00 Misc. Wiring 23.00 Pre—Inspection 23.00 PERMIT FEE $ 66.0 MECHANICAL PERMIT Fling F -3e 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with com WI O s. X _ Date 105 Signature o App icant - ❑ wner ❑ ontractor ❑ AgeO I An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. gg- . Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. FEES IMP FLOODcEL I PD HD Iss E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. h IC�� ate ` /Alb PERMIT EXPIRES ON Vai Pate Receipt No. WHITE-D.D.S.-B.D. NARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT s PRE—INSP'CTION REPORT` OWNER LiY 1 �i DATE: "I G LOCATION: 5 0� (P U Y-5 CONTRACTOR pRE.iKsPEMON FOR N ` DATE TO TNSPECTOEL PERMIT HUTORY-1 ONE AS BUILDING INSPB 01VS MORT Building Deseslptinn: Residaui M Currently Occ :pid Abandond/Ya=t Electric: yes— No Electric currently On Off Condition of Elxtric Gas: Natural Propane None__ r Obvious Problems ZONING: Currently On Off Sanitation: Plumbing Wmidng Wcll WoridaA Potable Water Obvious Scw.agc?roblems ACTION YtECOMMMDED: LSSUE: HOLD FOR - (�I, .-� Iaspecto r. —J.::�— Date <i Sketch buildings on reverse and indicate location on proper P COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a O®roville, California 95965 • Telephone (530) 538-75�3 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER _ ZONING BUILDING PERMIT OWNER "E SQ. FT. OCC. BUILDING VALUA—ION I OWNERS n S s CO RS NAME ONE CONIRACTO B_MA/ NG ADD S \ . CONSTRUCTION LENDER usrmERs MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCWrECT OR ENGWEERS MAILING ADDRESS Permit Fee $• Plan Checking Fee ' $ BULLDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S IDT NO. SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other,, Water piping 15. Do; SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ LPdN `�� Installation ❑ Other 0 Building sewer 15.00 /J Mobile Home I S G W @20.00' Describe Work: PERMIT FEE S V ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2oDA *o R LESS 23.uo / Main Service 200A TO I.WA 46.00 NEW CONST. DwEWNG OCCUP. SO. oR ADDNS. a ACC. ISDs. 3.5aFr. NNEW UUM1. DN-RESID. MULT1 OtlTLE7 @7.50 POWER APPARATUS b SMOI.E OUTLET CIF. zo Silk � Ex. OCCU OLmp IAO ET OR FIXTURES BAL O .50 FD D APROR 5.00 Ex. Occup.ouTT.E�s ES1 ESID. 0. E Temporary Service 23.00 Mobile Hom acilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee oo Heating Cooling �� Hood 6.50 Uwea � � Ventilation a PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ f HA_ 1 0. FEES IMP 1. FLOOD CDF PARCEL I PD BD 6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50° deep and demolition or construction of structures over 3 stories in height By Date Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ate _ 31-282-15 i James P. Brewton 1576 6th St., Oroville Permit #7153-78B,P,E(addition & remodel kitchen & con breezeway .to dining room/ SF) • Piet ss18eq�P- contra Panorama Awnings, Chico Permit #5459-80B(add awning/SF) d 031-2 -015 03-1604 ENCK, TRICK 6 ST, OROVILLE C% Cont: NEVES, OUG ADDITION TO & SHOPS " 4 i COUNTY OF BUTTE - DEPARTMENT D DEVELOPMENT SERVICES - B14 DING DIVISION 7 County Center Drive • Oroville, California 95965 • 3. Telephone;F530) 538-754,1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ✓ (� ASSESSOR PARCEL NUMBER – O ZONING BUILDING PERMIT OWNER TE H�E So. FT. OCC. BUILDING VALUATION Q� OWNERS MAIC S L� t J �.V . CONT , R•S NAMET T LEPHONE � CONTRALTO 'S M�IING ADORM \ `�—•--- . CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee Plan CheckingFee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.0� USEOFSTRUCTURE Solar or heat pump water heater 23.0 SF Duplex ❑ Mobiiehome 13 Other Water piping 15.00 'SPECIFY Each gas water heater or vent 15.00, TYPE OF WORK Gas piping system 1 - 5 outlets 15.00: New ❑ Addition ❑ Remodel ❑ U81'Itie*,�) Installation ❑ Other ❑.. Building sewer 15.00 Mobile Home I S I G I W @20.00 Describe Work: PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 ��iy eoov R O 9: 23.u0 Main Service noon oR LEs Main Service 200A TO 1000A 46.00 1 _ NEW CONST.DWELLING OCUP. CSO OR ADONS. a ACC. BLDs. 3.5QFr. NEW wNsT, NON -RES D. MULTFO RANCH CIRCUITS @7.50 POWFA APPARATUS S Sr OUTLET CIR OUTLET OR FIXTURES 20 @ I.00 Ex. Occup. BAL @ .so FDD APPLNS. OR 5.00 Ex. Occup. oL LETS ESID. Ea Temporary Service 23.00 Mobile Hom acilities -20.00 OMisc. WiHn _ i r _/ 23.00 . y PERMIT FEE $ MECHANICAL PERMIT Fling Fee o0 Heating Cooling BosQ (�% m Hood 6.50 krwaA�� Ventilation a PERMIT FEI_ S Mobile Home Installation Fee $ eked �+ Energy Inspection Fee $ j A kY�01 occ corsT. TYPE TOTAL FEE HAZ D. FEES IMP 1. FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height By Date Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ate - 'e4 f OERMIT NO. 7153-78B,P,E PERMIT EXPIRES 9/71 OWNER James P. Brewton CONTR. owner 31-282-15 LOCATION (A.P. ) 1576 6th .St., Oroville Y Temp. Power Pole s Called PG&E Temp. Elec. Serv. /Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED_� (Date) (Signature) i s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION'RECORD ./BtOLDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor — Main Bldg. Restroom Finish 2nd Floor Footin sWindows Final 3rd Floor StemwaII Siding To out Slab V Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically handicap ed Conformance of ex. structure Appliances Gas Piping& Test Temp. Gas Slab Final Sanitation Patio FIREPLA Final Footings Footing ELECTRICAL Masonry Walls Throat Rough �-- Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing ` 2' Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground .Interior Lath Ventilation Permanent -Door Closer Final Final Mkt)BILEHOMEUTILITIES------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILINSTALLATION-------------- Support -Elec.Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ;7f- fl (..Leis (NOTE: An entry must be made on this form each time you visit the job site.) P _ COUNTY OF BOTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — a Oruville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of butte to enter upon the above-mentioned property for inspection purposes. Date 107- ��� `O Signature of Permitee or Agent Receipt No. 1,71f1 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT PUBLIC WORKS BY ` Date��'l� ui Iding permit expires Date / BUILDING Owner SQ. FT. 0 UILDING VALUATION S�OoPo 0 Mai I' Address Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee -p Building Address �j 7 6' Plan Checking Fee&/or Penalty Permit Fee c"O G PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 .00 Each Trao 1.50 Repair drainage or vent piping 1.50 A. P. No. .1�_ •"—� �--- %5 3 Zo Planning Water piping 1.50 Each gas water heater or vent 1.50 F . . 'ra4t.&n FireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel I Declaration I Parcel Map R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans ec'd Parcel A rovol Plans pprovol Lawn sprinkler system 2.00 NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ $ 6100 cdC' ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 .60 Main service 60ov OR LESS AMP LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others 9 Y ❑ EA -L Main service EA. ADD'L 100 AMP 2.50 Main service OVER 100 AMPe0ov OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONS. DWELING OR ADDNST ( ACCLBLDGS.CCUP. s� 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTRES,., MULTI -OUTLET 1 NON-RESID BRANCH CIRCUITS/ 12.50ea NEW CONSTR POWER APPARATUS B NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTtIRES 5 L25 Ex. Occup.( FIXED APP LNS. OR OUTLETS (RESID.) EA) 2.0012, 0 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ , 0a OC WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTALP ERMIT FEE $ �✓ DU authorize representatives of the County of butte to enter upon the above-mentioned property for inspection purposes. Date 107- ��� `O Signature of Permitee or Agent Receipt No. 1,71f1 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT PUBLIC WORKS BY ` Date��'l� ui Iding permit expires Date / i PERMIT NO. 5459-80B ' PERMIT EXPIRES' OWNER J. P. Bffiaton CONTR. Panorama Awnings, Chico 31-282-15 ASSESSOR PARCEL LOCATION 1576 6th St., Oroville Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Call !�PG& E JQB FINALED (Date) o Signatu = OK = Not OK = Not ReaAppMOBILEHOMES < MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except a's Date DECKS, COV RS, CARPORTS, ETC. (P ) OK except #'s 1. Zoning Requirements–Setbacks–Easements 1. Zopl5g Requirements–Setbacks–Easements 2. Soils; Special MH Support–Sketch _ 2 ootings; Size-Depth–Spacing–Connectors 3. Sewer; Location–Test–Fall-C/0–Concrete s; it er and/or Joists–Decking–Bracing–Stairs–Rails 4. Water; Location–Test–Easement Needed (Sketch) 4 s–Beams–Rftrs.–Connec.–Shthg.–Rfg.–Bracing 5. Electricity; Location–Clearances–Grnd.–/ / Amp–Concrete 5 um. Awn.; Columns–Connections–Splice–Decal–Enclosures 6. Gas; Location,–Test–Wrap:/ /"L"ft./ P'Nat.or! P'L"ft./ P'LPG –Doors 7. Utility Clearance Card -BI Date Card -BI Date 9 -'Bl Date2j – and -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements–Setbacks–Easements -19 Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1. Setbacks–Easements 2. Footings; Size–Spacing–Marriage Line 2. Soils; Compaction–Structure Stability 3. Gas; MH Test–Demand–Valve–Connector 3. Pool Structure; Steel–Connections–Thickness–Dead Men -Lining 4. Electricity; MH Test–Crossovers–Breakers–Clearances 4. Elec.; Receptacles and Lighting; Distances–GFI 5. Drain; MH Test–Fall–Flex Connector 5. Elec.; Pool Lighting; 15 volts–GFI 6. Water; MH Test–Regulator–Connector 6. ,Elec.; Enclosures; Conduit Entries–Terminals–Listed 7. Water and Sewer Connected–C/0 to Grade–HD Approval 7. Elec.; Bonding; Metal w/5'–Circulating Equipment–Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'–Circulating Equip.–Pool Lghtg. Boxes–Enclosures–Panel boards–Ins. to Main in Conduit 9. Exits; Insp.–Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test–Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 50. 51. 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except k's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67, Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. 73. Insulation -Foam -Looked in Attic EJ Yes Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. 77. Stucco; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 29. 30. Equip. Clearances; Pane ls-Motors-Alech. Equip. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opn s. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. 83. Glass Protection Corrections from Previous Inspections Date MECHANICAL (Perrnit) OK except k's 31. A.C. Ducts; Insulation & Support 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except p's 36, Sills; Proper Material & Anchors Comments at Final: 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-45 APPLICATION AND PERMIT Allt ASSO PARCEL Nr ER �S ZONI Git /Jg 171U J9C BUILDING P T /0..00 OWrylER, JJ TELEPHONE SO. FT. OCC.'I BUILDING VALUATION OWt, ADDRESS IR�y'S/�CMAIIILISUNSGG HONE I, %/j C`P J;t So � �R A C T OR vl A I LING / �'! G-./�-�.�T Z �--'V�NV/ �/� CONSTRUCTION LENDE � � uNK Fireplace Total Valuation $ a.0 . 0 & LENDER'S MAI LIN ADDRESS Permit Fee $ A, r%a `�TEc; °,r� E%;If,��,e/`, SNC," /TJ civ /v LC-�1� / /v ���j Plan Checking Fee $ a Penalty $ �A CHITECT ENGINEER'S AJ�IN ADDRESS p Q � �W p1 �, �j(JC Permit fee $ . or) BUILDI D DRESS p': PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 ,— TYPE OF WORK New❑ AdditionR51 fiemodel❑ Utilities❑ Installation❑ Other El Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP OR001 OR LESS5.00 ADD'L 100 AMP Main service// 2.50 NEW OR ADDNSCONST. BLDGOCCUP,&� ( ACC. 22 sq ft CONTRACTORS LICENSE LAW I declare tender penalty of perjury (check one): I���/ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �i�%o�_3 Classification C—G ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON-RESID R. MUBRANCH CIRCTITS 2.50 ea NEw CONSTR. (POWER APPARATUS &) NON-RESID. )SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 50@25Q BAL@tos FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed,revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque a of a granting of this permit. O—ov X Date/:57sions Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 st rie height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ ,0C) occuP,GROUP �M7� I TYPE OF CONST. tV/ ��V/ PARC L PD Y ND E/ 5su This permit is hereby issued under of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC By / PE EXPIRES Date_. the applicable provi- resolutions to do fees have been paid. WORKS Date 11 -3 -tel /in Receipt No. ( Z-7 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT