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022-240-050
CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM - County of Butte Oroville, California GENERAL CLAIM Dean Swanson P.O. Box 435 Penryn, CA 95663 08/12/04 BQTTE COUNTY AUG 1 9 2n4 T 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: 022-240-050 rennit No.:03-1 M PAID RETAINED REFUND Development Services $ 536.63 $ 151.00 $ 385.63 SRA $ - $ - $ - Sheriff $ - $ - $ Other: $ - $ - $ - TOTAL $ 536.63 $ 151.00 $ 385.63 ............................................... ............. ............................................... ............. ............................................... ....... .. • .. ................................................ ................................................ ::: ............... ............... BUDGET : ............... .............. .............................. .............. .............................. :ACG0.V— 44 .............. .............. .............. : -Mij 31�iT ............... Development Services 440-001 4210500 $ 385.63 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL 1 1 $ 385.631$ 385.63 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performe elivered, d that this claim is true and correct as stated. Dated this / / day of 2004, at CF Signature of Claiman 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 or�e}iot�4 same. Dated this dayof 2004, at Oroville Cali . alt Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE RFLOW THIS LINE . AUDITOR'S HRF ANI Y 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 12, 2004 Dean A. Swanson P.O. Box 435 Penryn, CA 95663 RE: Permit No. 03-1.476 APN#022-240-050 Owner: Sante On 5/21/2003, a deposit was made in the amount of $536.63, of which $1.51.00 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 $385.63. 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, Diane Lewellen , OA III Administrative Division enclosure 03-1476.1tr County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Dean Swanson ADDRESS: P.O. Box 435 CITY & STATE: Penryn, CA 95663 DATE OF CLAIM- 08/12/04 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: 022-240-050 Permit No.: 03-1476 PAID RETAINED REFUND Development Services $ 536.63 $ 151.00 $ 385.63 SRA $ - $ - $ - Sheriff $ - $ - $ - Other: $ - $ $ - TOTAL $ 536.63 $ 151.00 $ 385.63 ....................... . . ::BRAiE)VVNg::::::::::::::::BDEI` COLJTTALVi0U1P: Development Services 440-001 4210500 $ 385.63 SRA 0100 4617240 $ - Sheriff 280 1011811 $ - Other $ _ TOTAL $ 385.63 $ 385.63 i, cne unaersignea, oeciare unaer penarty or perjury that the services or articles claimed have been performed 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 DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Butte County Department of Development Services Building Division 7 County Center Drive 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 the 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) and return to Development Services fora ment processing. CLAIMANT'S NAME: l� 5(., -►s �:: J MAILING ADDRESS. PHONE: ASSESSOR'S PARCEL NO.: [Please use one claim form per permit.] BLDG PERMIT NO.: ReceTpt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: RECEIPT DATE: 5 3 . RECEIPT AMOUNT: J REASON FOP, RE UND R QUEST: Check those fees which you wish to have considered for refund: 7 Building Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning) Other (specify): 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 ick them up prior to that time. Signatucef K:/Forms/Refund Application 082203 Date 03-1475 = B21 M 022-029-027 LAST NAME =FIRST NAME CONTRACTOR MCITYICTY STREET NO —STREET NAME : ' ' • CITY USE MSFNEW SINGLE FAMILY B � 03 Eu M C3 25 char. max VALUATION1174681FLOOD _ =[C -HT E -C Plan Chk-1: rfa-477TC6Kz'31 AC�TI,VIIT�Y 194char. maxj RECEIPT • : • APPLIED RECEIPT 2 ISSUED RECEIPT 3 RECEIPT 4 FINALED 8/1/03 Lp2a plan check letter. 5/7/04 LP2A p/c Itr faxed. Return -1: Str Chk -ii 1: Return-Str chk-2: Approved: _- Str Appr: PERMIT APN LAST NAME • FIRST NAME CONTRACTOR CITY/CTY STREET NO -STREET NAME ' ' CITY USE © TYPEREMARKS NEW SINGLE FAMILY 25char. max B VALUATION • 1jW1 1 FLOOD _ 7FEES AID _� • RECEIPT • : • RECEIPT 2 RECEIPT 3 FEES 4 RECEIPT 4 -� PLAN CHECK ACTIVITY Plan eturn -7: Plan Chk-2: Chkd By -2: _ Return -2: Plan Chk-3: Chkd By -3: _ Approved: Comments: 255 char. max APPLIED ISSUED Str Chk-�: MChk*:���, File in indexing. Waiting for plans for BP 03-1475 to be approved by LP2A, then we will process this permit at the same time (houses are the same) 5/19/04 to Deborah for refund. File w/Diane for processing I, REFUND CALCULATION SHEET I Dean Swanson P.O. Box 435 CITY & STATE: Penryn, CA 95663 DATE OF CLAIM: 07/14/04 APN: RECEIPT INFORMATION NUMBER:1381689 DATE: 05/21/2003 ISSUED TO: Dean A. Swanson CHECK #: 417 AMOUNT: $536.63 PERMIT #: 03-1476 Yes No Yes N tREFUNDS: x VERIFIED x Yes I No I REFUND BREAKDOWN I DETAIL BLDG Electric Mechar INSPECTION Energy SRA -BLDG Building Plumbing Electric Overcharge REFUND PROCESS FEE SRA - FIRE Fire $43 Pnamirr - ipwv Sheriff 'HER NON -BLDG PAID I RETAIN I REFUND 20.00 20.00 20.00 25.00 536.631 151.00 $ 536.63 1 $ 151.00 .63 $ 385.63 CHECK: $385.63 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed / 004 Michael Vieira Building Manager BLDG SRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 ............................ ........... <. . :::: 410.63 ....................................... ................................... ....................................... ........................................ ....................................... ........................................ ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... :::::f. ....... .... ....I...•.•.•.•. . ....................................... ....................................... ............................ ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ............................ :::::::::::::::::::::::::::::::::::::::::::::: ........... *** ........ ........................................ ........................................ ........................................ -25.00 385.63 :::::::::::..*..::::::::::::::...:......:::::::::: ............................ .......................... : ........... SRA - FIRE SHERIFF OTHER $ 385.63 $ - $ - $ - BLDG SRA SHERIFI 440-001 0100 280 4210500 4617240 1011811 ✓ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU 7 County Center Drive • Oroville, California 95965 • Telephone (53 96) APPLICATION AND PERMIT RP,wcm#W "v —` zO1AH° BUILDING PERMIT r r A n��r;� a�j T�E�� /r7 50. FT. I OCC. BUILDING VALUATION )1NG DIVISION 538-7541 P RWT,NO ADORE= wUuma ADDRESS ARCMRECT OR D=kI M ARO TECT 'OR ENOwEERS MALM ADDRESS BUM1DD,O ADDRESS WT NO. SUBM120 5NAME USEOFSTRUCTURE SF V/Duplez O Mobllehorne ❑ Other TYPE OF WORK New CV Addition ❑ l Remodel ❑ LWAn ❑ Installation Describe Work X,7 1) -2S C- W i Fireplace Total Valuation 5 Filing Fee $ Permit Fee S Plan Checking Fee S' Energy Plan Checking Fee S S PERMIT FEE t PLUMBING PERMIT Each Trap Soler or heat pump water heater Water piping Each gas water heater or vent Gas piping system t - 5 outlets Other ❑ Sulfing sewer "^--, -n Moble Home ---7.00 23.00 15.00 15.00 15.00 15.00 920.00 20.00 .Vv O.DO 0 EL Occup. oun rr OR FKTURM Ex. Occup.�s�rs,�.) EEX 5.0D Temporary Service 23.00 Moble Home Facilities 20.OD PERMIT FEE I $ ' G. MECHANICAL PERMIT IRfingFeej 20.00 6.50 50 PERMIT FEt S Moble Home Installation Fee i Energy Inspection Fee o:e I .CONST. TYPE JTOT L FEE S . I D. FEES I PAP I FLOOD ICDF F; A EL HD GSUE 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. r By Date PERMIT EXPIRES ON - reie) PERMIT FEE I s ,- ELECTRICAL PERMIT Firing Fee 1 20.00 Main Service x= cn t= 23.OD Main Service IoM To IDWA 46.00 NEw CONEr. ( OR ADONS. \ owB1J,O OCCUP. i ACC. BIDS. 3.5¢ rmw 9ON5 • ( MuuFou 1 I @7.so EL Occup. oun rr OR FKTURM Ex. Occup.�s�rs,�.) EEX 5.0D Temporary Service 23.00 Moble Home Facilities 20.OD PERMIT FEE I $ ' G. MECHANICAL PERMIT IRfingFeej 20.00 6.50 50 PERMIT FEt S Moble Home Installation Fee i Energy Inspection Fee o:e I .CONST. TYPE JTOT L FEE S . I D. FEES I PAP I FLOOD ICDF F; A EL HD GSUE 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. r By Date PERMIT EXPIRES ON - reie) Oal �:drip,�,'�i`r4yr;.,�r�������•-�.-t.ij0�p1�"---�v-��,�yr-s--�y�r-^-^^�o�-�r,� ���! 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: �ic'(i i� ��(Q) �]i'7LoASSESSOR PARCEL NUMBER D �'dk Qz Proposed Building Use: /y ,S F Counter Technician: 7P Date:S- :� /- n—R Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1k5. I L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 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. ❑ T. 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. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Eo m. :.._................................................................... 1 3. Other - F� G j Remaining 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 ...................................... ❑L.S. Statement of Intent for Non -heated and A/C Buildings ..................................;.......: ' 16. Sanitation and plot plan approval from the Environmental Health Department in ( )1� /(� 8 Al -TS, ❑ 17. City of Chico Plumbing permit.......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: 0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).,=LY. ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier aid Policy Number ..............:.............................. 5. Owner -Builder Verification (❑liven to owner, ❑ Mailed to owner) ..................... El 2.0. Letter of Signature authorization............................................."...................... ft7" 27. Recorded copy of Agricultural Acknowledgment Statements .................................. ❑ 28. Manufactured home utility clearance ....................... f, ❑ 29. Existing violations and/or expired permits.............1.......................................... 7-J30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts,. ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ R3 31. Other: PPO } -S When issued Telephone 4716- Sot — / /1 7 and hold for pickup. I have been inform of thea de items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone,. '❑ mail,. ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Plan Check Letter _Date: Date: Date:_ Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE 1 /1 OWNER Dean GAJ a i'1 &z A.P. # J --1 'V o� PROPOSED BUILDING USE I e-. DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ LJ - Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES ` (paid at District Office) (Available after Plan Che k) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. 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 At time of permit application, I was advised may be changed during t"an chec� APPLICANT above fees are required to be paid prior to issuance of the building permit. These fees DATE Sfl 2 (t " 3 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. 6100) National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. 1, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant pen ties and/or delays. - Signed: Title: Date: ZC a By signing below, I, the project owner/owner's agent, certify that I am aware that a construction . project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 --- - made payable to the State Water Resources Control Board to obtain such a permit, if my projecr disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: I NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan COUNTY OF BUTTE' - CEPA'RTMENT 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 lob site. A, P. No. 022-.di6_ 50 _ _ 03-1476 Owner _ SWANSON, DEAN GRACE,- GRIDLEY Contractor NEW. SINGLE FAMILY._ —_.._.- - Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME 1S APPROVED FOR OCCUPANCY ............... Oroville - 7 County Center Drive 538-7541 538-7636 -Chico - 411 Main Street 891-2751 891-2834 i Revised 7/94 NOTES t RESIDENTIAL �022-�k�05(0 03-1476PERMIT NO._.WSON, DEAN t GRACE, GRIDLEY I NEW SINGLE FAMILY 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) I Signature J=OK 0 = Not OK, . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Soils; Compaction -Structure Stability 3. Sewer; Location -Test -Fall -C/O -Concrete 1. Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Receptacles and Lighting, Distance-GFI 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Pool Lighting; 15 Volts-GFI 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 3. Blocking 7. Well Clearance & Disconnect Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Utility Clearance Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 5. Electricity; MH Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 9. Exits 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 Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Soils; Compaction -Structure Stability 3. 1. Zoning Requirements -Setbacks -Easements 4. Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 6. 3. Blocking 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test -Demand -Valve Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 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-Connectors 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 -Panel boards -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 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 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-UnderfIr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 70. Stairs & Rails 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 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 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 31. Range Circle/- /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. _ 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 85. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 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-UnderfIr. 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 ❑ Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters 0 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 2 T (Rev.12/96) APPLICATION ANDPERMIT 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 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS . Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDIVISION'S 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 UE Main Service 2a DA 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.8 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. P' 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 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.) � 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 forth ith comply with those provisions. r X Date J 2 ��� Signa of Applicant - WOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00So WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. eros. 3.5¢FT: T. NplypESID. MUITI.O CIRCUITS 97.50 R A FSINGOIfTLET OWELEPPARATUCIR.S Ex. OCCU OUTLET OR FDCTURES .00 SAL Q L. 0 AE= 5.00 Ex. Occup. OLITLEEDrsA °� Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE $ HAZ. I D. FEES IMP I FLOOD COF PARCEL I PD I 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 Dete Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. ., _ , :T .. .w . t ,>. �-+ r»."i (L '"<>t:/4T •-.> ..� .�l:.mt�.t7:,4. #'' > r, v...�.. ' a • ,��► COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 (Rev. 2/96) "_ APPLICATION AND PERMIT (�f ASSESSOR PARCEL NUMBER ZONING .. BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION " :1 . OWNER'S MAILING ADDRESS i CONTRACTOR'S NAME r' TELEPHONE • CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS r 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. SUBDIVISION'S 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 stem 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 800VMain Service 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, and my license is in full force and effect. 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 Main Service 200A TO i000A 46.00 NEW CONST. DWELLING OCCUP. ( & ACC. 3 5¢SO. s. NEW CONST. U�TLS. NON•RESID. C 97.50 POWER APPARATUS NGLE OAP= b SII CR. Ex. Occup. OUTLET OR FIXTURESSAL 20 @ 1.00 @ .50 Ex. Occup. OFI'. A D DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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.) J9 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 forth ith comply with those provisions. X Date r (Q 3 Signa of Applicant - QL-Owner ❑ Contractor ❑ Agent 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 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ D PEES IMP I FLOOD CDF PARCEL . PD HO 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 .�-n^,i..-, J-+ �-ti.,,,...-.-�'K--+''/'o-.�.�--...-. r-.r�.r...-,.:.�,�.r...m�.._.Y:,.*-!!.'�.i�`..'Zsw-nw---..�-'�'4%.•..--."""r�.r.^'�-�-�-`.- -- • �� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 6 �_ I Tom, l- (Rev.12/96)'r" c APP LICATION`�'ANDIPERMIT /to ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER - TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS > CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS 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 as 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 S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A 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. 4 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. 0: 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) © 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 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. X,_�.....r-° Date r Signature'of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. 3.SQso ( ADDNS.EW NOR CONST. MUICOU&TDLET NON•RESID. cu 97.50 APPARATUS 8 SINGLE OIJTLE7 CIR. 200 1 .00 Ex. Occup. OUTLET OR FD(TURES BAL O .50 R. Ex. Occu . oF1xuT; RE�41o) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HA2. D FEES IMP FL000 1 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 CO,UNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ I N„ (Rev. 2%96) APPLICATION AND PERMIT 7, ~ ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS 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 Fling Fee 20.00 �-. USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 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 ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service zo..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. License Class Lic. No. t 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. d 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooL TO 46. 00 CCU000A so NEW CONST. DWELLING occuP. 3.5¢F°: OR ADDNS. ( & ACC. UBUDS. NEW CONST. TuEr NON•RESID. C @7.50 POWER APP.RATUS b SINGLE OUTLET CR. Ex. Occup. OUTLET OR FORURES BAL @ I1.00 Ex. Occup. OFUrLEEDrs REESSIp,OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i 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.) O_ 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 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. `r �` X // —.ell, -__..«- � Date � �' ' f` 3 Signature -of Applicant - ❑ Owner ❑ Contractor ❑ Agent 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. o FEES IMP FLOOD CDF PARCEL PD HD ISSUE 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. By Date PERMIT EXPIRES ON I ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable) 03 y 7 APPLICANT INFORMATION Parcel Size: 3 Owners Name: Owners Address: P O aox Li S _ PfFvJ (?_y 0 CA Telephone No.: g)6- BOL -211-7 Situs Address: Gr QA C_ E_ d21] C�s4.l D L.e~/ Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home . ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other - jo Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date l Page 1 of 5 W ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation' Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: )1'LLIS— C— Index Date: �— 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ ' Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �- Side Side Street RearY Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 r 1 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By N Deeds: Date of Creation: ��) �� Legal Access Provided: ❑ No ® Yes Deed of Reference: 19 9 6 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: Complies with County Standards for,Deed Creation:❑'No ❑ Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Water Tender. ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By N Deeds: Date of Creation: ��) �� Legal Access Provided: ❑ No ® Yes Deed of Reference: 19 9 6 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: Complies with County Standards for,Deed Creation:❑'No ❑ Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 N ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. �I Page 4 of 5 r ❑ ❑ El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and be your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan. to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ 2. I HAVE 13 HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of 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 .S� /� /�:IrcL C,�on'tc 0 AJ T .g SIGNED: PROPERTYOWNER:� SOCIAL SECURITY NUMBER:_ ') DATE:_/Zr NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Heakh and Safety Code- This verification must be completed and returned to our office before we are permitted to issue the permit OWNER BUILDER INFORMATION Dear Property Owner: O.A- I 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 carry 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 ger, Building Inspection NOTE. 771 is Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance 03-/9-74 E.HAJSE ONLY Plot PRen Attechod�.y Floor Plan Attached Son% to B.D. Owner Location 029 - oovp# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Water Supply Public Private Well \ Environmental Health Specialist Date 8/96 qo7 ' i Buts Coin EnAmnm^ ntal 6 -� c E . Rp,J 0 Z 2.- 0 2,7 P U's X0 w r CERTIFICATE OF COMPLIANCE: Residential Project Title: Project Address: .Building Title: Document Author: Telephone: r DEAN SWANSON APN 022 029 050 1 DEAN SWANSON RESIDENCE CURT KEEN Page 1 CF -1R Run: 211 21 -May -03 1836 RESIDENCE Building Permit # Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: 11 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ GENERAL INFORMATION Conditioned Floor Area: 1836 ft2 Average Ceiling -Height: 8'0" ft -in Building'Type: y SFD Single Family Detached Building Front Orientation: 90 deg (East) Glazing Area, % of Floor Area: 12.7% Average Fenestration U-Value:0.53 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on.grade BUILDING SHELL INSULATION Outside 11.36 Cavity Sheathing Component Insul Insul Type R -value R -value Door•* ,s= 0 — Wa f —, -_, • --• 13 0 Wall 13 0 Wall 13 0 Wall 13 0 Ceiling 38 0 Floor 0 0 Slab Perimeter 0 0 FLOOR TYPES AND AREAS Construction Type Area (ft2) Slab FENESTRATION Type/Orientation Window East Window West Window West Window North Window South - 1836 Total Assembly R -value U -value Location/Comments 3.03 0.330 Outside 11.36 0.088 Outside 11.36 0.088 Outside 11.36 0.088 Outside 11.36 0.088 Outside 41.67 0.024 Attic 3.38 0.295 Grade 0 0.756 Outside Conditioned? Exterior Conditions/Descripti Yes Grade Area Fenestration Fenestration (ft2) U -factor SHGC 82.0 0.55 0.70 60.0 0.55 0.70 37.0 0.42 0.42 38.0 0.55 0.70 16.0 -0.55 0.70 Exterior Overhang Shading and Fins BugScrn Overhang BugScrn None BugScrn None BugScrn None BugScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: DEAN SWANSON Run: 211 21—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 0.92 AFUE N/A Attic R-4.2 Air cond. — central split 11.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ Area Design % of fan cfm) CEC 100%R4.2 496 No . n/a System Name WATER HEATING SYSTEMS Distrib Water Water 5; stem Name Type Heater Name Heater Type yf Y =S=tandard—Gas Standard StandardGas Storage gas SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove Svstem Name fraction boiler? boiler DumD? Standard—Gas No No Fan CFM 1285 # of Energy Volume Htrs Factor (gal) 1 0.53 50 SPECIAL WATER HEATER/BOILER DETAILS Rated Water Recovery Input Standby Tank Heater Name Efficiency AFUE (kBtuh) Loss R—value StandardGas 76% — 36.00 — — HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) Pilot Light (Btuh) Pipe Insul Insul diam (in) thck (in) R—value CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R ..Project Title: DEAN SWANSON Run: 211 21—May-03 SPECIAL FEATURES, REMARKS, AND NOTES _ 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. NOTE: Water heater wrap is required 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 Certift' #: S Signe Da e ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date A DOCUMENTATION AUTHOR CURT KEEN & �7 V -V 40-415.2/. o3 Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: DEAN SWANSON Run: 211 21—May-03 Project Address: APN 022 029 050 1836 RESIDENCE Building Title: DEAN SWANSON RESIDENCE Building Permit # Document Author: CURT KEEN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2—yr) . Energy Use Standard Design Proposed Design Space Heating 18.71 Space Cooling 10.61 Water Heating 13.77 Total Door 43.09 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: BUILDING ZONE INFORMATION Floor 15.38 15.28 12.42 Complies 43.08 Yes 1836 ft2 8'0" ft—in SFD Single Family Detached 90 deg (East) 12.7% 0.53 0.64 1.00 1 Slab on grade 1 14688 ft3 Zone Area) Volume Name (ft2) (ft3) Type HOUSE OPAQUE SURFACES Surface Type Zone = HOUSE 1836 14688 Conditioned Vent Thermostat Height Type (ft) CEC Standard 21 0" Area U— Insl Total Tru Slr Construction (ft2) factor Rval Rval Azm Tlt Gns Type Location/Comments Door 20.0 0.330, 0 3 90 90 Yes CEC_30—Wood Outside Door 20.0 0.330 0 3 270 90 Yes CEC_30—Wood Outside Wall 330.0 0.088 13 11 90 90 Yes W13.2x4.16 Outside Wall 315.0 0.088 13 11 270 90 Yes W13.2x4.16 Outside Wall 234.0 0.088 13 11 0 90 Yes W13.2x4.16 Outside COMPUTER METHOD SUMMARY 410" 510" Page 2 4'0" C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DEAN SWANSON W3 21011 31011 Run: 211 21 -May -03 OPAQUE SURFACES continued 4'0" Surface Area U- Insl Total Tru Slr Construction Type (ft2) factor Rval Rval Azm Tlt Gns Type Location/Comments Wall 256.0 0.088 13 11 180 90 Yes W13.2x4.16 Outside Ceiling 1836.0 0.024 38 42 - 0 Yes R38.2x4.24 Attic Floor 1836.0 - 0 - - 180 No Slabl40C Grade PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor- R-val (in) Location/Comments Zone = HOUSE Exposed 17610" 0.756 0 16 Outside FENESTRATION SURFACES Fenestration Exterior Shade Over - Fenestration Area Tru hang Name Type (ft2) U -factor SHGC Azm Tilt Type SHGC /Fins Zone = ,HOUSE W1 Window 20.0 0.55 0.68 90 90 BugScrn 0.76 Overha W2 Window 20.0 0.55 0.68 90 90 BugScrn 0.76 Overha W3 Window 6.0 0.55 0.68 90 90 BugScrn 0.76 Overha W4 Window 36.0 0.55 0.68 90 90 BugScrn 0.76 Overha W5 Window 40.0 0.55 0.68 270 90 BugScrn 0.76 None W7 Window 9.0 0.42 0.41 270 90 BugScrn 0.76 None W8 Window 6.0 0.42 0.41 270 90 BugScrn 0.76 None W9 Window 6.0 0.42 0.41 270 90 BugScrn 0.76 None W10 Window 20.0 0.55 0.68 270 90 BugScrn 0.76 None W11 Window 16.0 0.42 0.41 270 90 BugScrn 0.76 None W12 Window 16.0 0.55 0.68 0 90 BugScrn 0.76 None W13 Window 6.0 0.55 0.68 0 90 BugScrn 0.76 None W14 Window 16.0 0.55 0.68 0 90 BugScrn 0.76 None W15 Window 8.0 0.55 0.68 180 90 BugScrn 0.76 None W16 Window 8.0 0.55 0.68 180 90 BugScrn 0.76 None OVERHANGS Fenestration Name Width Height W1 410" 510" W2 4'0" 510" W3 21011 31011 W4 9'0" 4'0" Length Height Left Right 'H' 'V' Extension Extension 8' 0" 11411 41011 46 f 0" 81011 19411 201011 30'0" 8'0" 114" 2910" 2310" 8' 0" 11411 381011 7' 0" COMPUTER METHOD SUMMARY Page 3 C -2R Volume Project Title: DEAN SWANSON Run: 211 21—May-03 (gal)' 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 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 System Name Zone = HOUSE GasFur.92 ACsplitll System Type Furnace Air cond. — central split HVAC DISTRIBUTION EFFICIENCY DETAILS Supply Duct Surface ACCA Manual D System Name Area Design CEC 100%R4.2 496 No WATER HEATING SYSTEMS L Refrigerant Minimum Charge and Equipment Duct Location Airflow TXV Efficiencv and R—value N/A 0.92 AFUE Attic R-4.2 No 11.00 SEER Attic R-4.2 Duct Leakage Target (leakage cfm/ % of fan cfm) Fan CFM n/a 1285 Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal)' Standard—Gas Standard StandardGas Storage gas 1 0.53 50 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: DEAN SWANSON Run: 211 21—May-03 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- SPECIAL WATER HEATING SYSTEM CREDITS 1 Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? Standard Gas — No No SPECIAL WATER HEATER/BOILER DETAILS Rated Water Recovery Input Standby Tank Heater Name Efficiency AFUE (kBtuh) Loss R—value StandardGas 76% — 36.00 — — HYDRONIC DISTRIBUTION AND TERMINALS System/Name None Pipe Pipe Type Number run (ft) diam (in) SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. NOTE: Water heater wrap is required Pilot Light (Btuh) Insul Insul thck (in) R—value c CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Project Address: DEAN SWANSON APN 022 029 050 Run: 211 21–May-03 1836 RESIDENCE Building Title: DEAN SWANSON RESIDENCE Building Permit # Document Author: CURT KEEN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1836 ft2 Average Ceiling Height: 8'0" ft–in Building Type: SFD Single Family Detached Building Front Ori4htation: 90 deg (East) Glazing Area, o of Floor Area: 12.7% Average Fenestration U–Value:0.53 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Type R–value R–value R–value Door Wal 1 Wall Wall Wall Ceiling Floor Slab Perimeter FLOOR TYPES AND AREAS 0 — 3.03 13 0 11.36 13 0 11.36 13 0 11.36 13 0 11.36 38 0 41.67 0 0 3.38 0 0 0 Assembly U–value 0.330 0.088 0.088 0.088 0.088 0.024 0.295 0.756 Location/Comments Outside Outside Outside Outside Outside Attic Grade Outside Construction Type- Area (ft2) Conditioned? Exterior Conditions/DesGripti Slab 1836 Yes Grade FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation (ft2) U–factor SHGC Shading and Fins Window East 82.0 0.55 0.70 BugScrn Overhang Window West 60.0 0.55 0.70 BugScrn None Window West 37.0 0.42 0.42 BugScrn None Window North 38.0 0.55 0.70 BugScrn None Window South 16.0 0.55 0.70 BugScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: DEAN SWANSON Run: 211 21—May-03 THERMAL MASS TVDe Cover None HVAC SYSTEMS Type Furnace Air cond. — central split Area Thick (ft2) (in) Location/Comments i Refrigerant Distribution System Charge and Location Efficiency Airflow TXV and R—value 0.92 AFUE N/A Attic R-4.2 11.00 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%R4.2 496 No n/a 1285 WATER HEATING SYSTEMS Distrib Water Water System Name Type Heater Name Heater Type Standard Gas Standard StandardGas Storage gas SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? Standard Gas — No No # of Energy Volume Htrs Factor (gal) 1 0.53 50 SPECIAL WATER HEATER/BOILER DETAILS Rated Water Recovery Input Standby Tank Heater Name Efficiency AFUE (kBtuh) Loss R—value StandardGas 76% — 36.00 — — HYDRONIC DISTRIBUTION AND TERMINALS Pipe Number run (ft) System/Name Type None Pilot Light (Btuh) Pipe Insul Insul diam (in) thck (in) R—value r CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R iRun• 211 21—May-03 Project Title: DEAN SWANSON SPECIAL FEATURES,'REMARKS, AND NOTES I 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. NOTE: Water heater wrap is required 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 Cert' f ' a on #.: lwjrA�lg' WAY Signe ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR CURT KEEN Signed Date COMPUTER METHOD SUMMARY I Page 1 C -2R Project Title: DEAN SWANSON Run: 211 21 -May -03 Project Address: APN 022 029 050 1836 RESIDENCE 4 Building Title: DEAN SWANSON RESIDENCE Building Permit # Document Author: CURT KEEN Telephone: Plan Check / Date Compliance Method: CALRES2 1.4.01 Field Check / Date Climate Zone: --11- ENERGY USE SUMMARY (kBtu/ft2�yr) Energy Use Standard Design Proposed Design Space Heating 18.71 Space Cooling 10.61 Water Heating ! 13.77 !� Total Door 43.09 i GENERAL INFORMATION 0 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: BUILDING ZONE Zone Name HOUSE INFORMATION Floor Area Volume (ft2) (ft3) 1836 14688 OPAQUE SURFACES Surface Type Zone = HOUSE Area U- Insl (ft2) factor Rval 15.38 15.28 12 .42 ' Complies 43.08 Yes 1836 ft2 8'0" ft -in SFD Single Family Detached 90 deg (East) 12.7% 0.53 0.64 1.00 1 Slab on grade 1 14688 ft3 Vent Thermostat Height Type Type (ft) Conditioned CEC Standard 210" Total Tru 'Slr Construction Rval Azm Tlt Gns Type Location/Comments Door 20.0 0.330 0 3 90 90 Yes CEC_30-Wood Outside Door 20.0 0.330 0 3 270 90 Yes CEC_30-Wood Outside Wall 330.0 0.088 13 11 90 90 Yes W13.2x4.16 Outside Wall 315.0 0.088 13 11 270 90 Yes W13.2x4.16 Outside Wall 234.0 0.088 13 11 0 90 Yes W13.2x4.16 Outside i COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: DEAN SWANSON Run: 211 21 -May -03 OPAQUE SURFACES continued Surface Area U- Insl Type (ft2) factor Rval Wall 256.0 0.088 13 Ceiling 1836.0 0.024 38 Floor 1836.0 -- 0 Total Tru Slr Construction Rval Azm Tlt Gns Type 11 180 90 Yes W13.2x4.16 42 - 0 Yes R38.2x4.24 - - 180 No Slabl40C Location/Comments Outside Attic Grade PERIMETER LOSSES -1 Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments Zone = HOUSE Exposed 176'0" 0.756 0 16 Outside FENESTRATION SURFACES ,Fenestration Exterior Shade Over - Fenestration Type Area (ft2) U -factor SHGC Tru Azm Tilt Type SHGC hang /Fins Name . Zone = HOUSE W1 Window 20.0 0.55 0.68 90 90 BugScrn 0.76 Overha W2 Window 20.0 1 0.55 •0.68 90 90 BugScrn 0.76 Overha W3 Window 6.0 t 0.55 0.68 90 90 BugScrn 0.76 Overha W4 Window 36.0 0.55 0.68 90 90 BugScrn 0.76 Overha W5 Window 40.0 } 0.55 0.68 270 90 BugScrn 0.76 None W7 Window 9.0 0.42 0.41 270 90 BugScrn 0.76 None W8 Window 6.0 0.42 0.41 270 90 BugScrn 0.76 None W9 Window 6.0 ' 0.42 0.41 270 90 BugScrn 0.76 None W10 Window 20.0 ' 0.55 0.68 270 90 BugScrn 0.76 None W11 Window 16.0 0.42 0.41 270 90 BugScrn 0.76 None W12 Window 16.0 0.55 0.68 0 90 BugScrn 0.76 None W13 Window 6.0 0.55 0.68 0 90 BugScrn 0.76 None W14 Window 16.0 0.55 0.68 0 90 BugScrn 0.76 None W15 Window 8.0 0.55 0.68 180 90 BugScrn 0.76 None W16 Window 8.0 0.55 0.68 180 90 BugScrn 0.76 None OVERHANGS Fenestration Length Height Left Right Name Width Height 'H' 'V' Extension Extension W1 4' Ovl 51011 81011 1 v 4„ 41011 461011 W2 4 1 011 5'011 81011 11411 201011 01011 301011 W3 - 29011 31011 81011 1411 291011 23'0, W4 91011 4 1 011 81011 114" 38'0" 710" COMPUTER METHOD SUMMARY I Page 3 C -2R Project Title: DEAN SWANSON Run: 211 21 -May -03 Left Fin Right Fin FINS Fenestration Fin Fin Ht, Dist from Fin Fin Dist Ht from Name Height Width Depth Height `V' fenes Depth Height 'V' fenes None THERMAL MASS Vogl � Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments None SOLAR GAIN DISTRIBUTION Fenestration Name None HVAC SYSTEMS System Name Zone = HOUSE GasFur.92 ACsplitll Winter Summer Fraction Fraction i t System Type Targetted Thermal Mass Comments Furnace Air cond. - central split Refrigerant Minimum Charge and Equipment Duct Location Airflow TXV Efficiency and R -value N/A 0.92 AFUE Attic R-4.2 No 11.00 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) CEC 100%R4.2 496 WATER HEATING SYSTEMS System Name Standard Gas No Distrib Water Type Heater Name Standard StandardGas n/a Water Heater Type Storage gas Fan CFM 1285 # of Energy Volume Htrs Factor (gal) 1 0.53 50 COMPUTER METHOD SUMMARY Page 4 C-2R Project Title: DEAN SWANSON Run: 211 21—May-03 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- i SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? Standard Gas — No No SPECIAL WATER HEATER/BOILER`DETAILS Rated Pilot Water Recovery ! Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R—value (Btuh) StandardGas 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 t 1. Heating duct register location: i, 2. Cooling duct register location: NOTE: Water heater wrap is required t Ceiling. Ceiling. r • Mckisgon —I -Associates d08 N0. +(/ '1490 Highway 99, Suit(.; B SHT. NO. ofi Gf idley, CA 95948 11h. t530) 846--63713 UATf.: ',,f ,'•,4+.1 Fax ; WALL D.L. 2X @ I(o O.C. 0 PSP SIDING /►(v' Af$k CC -5 I t5 P9p EXTERIOR FIN15H Mir, 6 g(n1NG j , d Few GW5 `5 r57 INSULATION �2 -Ire 4 0 P5p ' Mckisson & Associates Project: 1490 Highway 99, Suite 8 Gridley, CA 95948 Ph. (530) 846-6376 Fax (530) 846-6358 Job No. Date Sheet: of LOADS: ROOF LIVE L.L. ALO (z✓� ROOF D.L. COMP5t11NGLE5 'cD i'SF TILE — ROOFING FELT l S iW ROOF SHEATHING 15 Psp JOISTS 12 INSULATION << S GW13 2� 5 MICS.I t O PI WALL D.L. 2X @ I(o O.C. 0 PSP SIDING /►(v' Af$k CC -5 I t5 P9p EXTERIOR FIN15H Mir, 6 g(n1NG j , d Few GW5 `5 r57 INSULATION �2 -Ire 4 0 P5p t ; Mckis-on &- Assolcotes Project: Shoet 1490 Highway 99, uite 8 Gridley, CA 959 8 Ph. (530) 84.6-6376 Fox (530) 846--6358 tate Job No. I Li Ogsp I 1 1 2 , .03 , �- 0-4- � :5 /4" d � a4e. I AA w WA 6v X61 a D au�`r�►S P� 6C�4z Mckisson & Assoc otos PrnJoct: 1490 Highway 99, � cite R Gridley. CA 959 1.8 P (530) 846 -6: -NC, Fox (530) 84.6-6758 1 Job Nn. Dote Sheet: ^N UPI' lt�r —TO o' X SIF f 5.0t -;4`� t I of TSI, 124?W 791 f�,. - 7V -,P, -O F 1st•�s4 ..tr 71,i4/2 yc 2 I I2 f q?g iw)( �0' a �11.1 ` ,�, 644/LF I/ :541 ;.- 3-5;,q V- �tJt�w�-1-y�C�f3t�: ; C �D w1w� %2 x otI Mckisson & Associates r rn�oce: 1490 Highway 99, 91uite A Gridley, CA 9594.8 Ph. (530) ©46-6P76 P— (1,10) B46-6358 sum V- I, o _ L y "46,6)(1,75L rlg3 _. � I.oNE �TUn�Nlxt. We. UJuV Irl !I/r-T F /I A � I 133 r w INn ? gi%rr orL 121 uW ►Nr� �v�a-tilt' roar V lhr �N miTt74i� Mckisson & Associates Project: Shec!: 1490 Highway 99, Shite R '"A Gridley, CA 9598 Ph. (530) 846-8 376 Fox (530) 846-6358 L>otc. of Job No. COLL 'QalL �OR--C------ -- 1 �'�f�61 Rib r hsAt- ----------- kC— ; U) y4 IZ 44 40 ,c 78 -1 561 - 3f(5,f) ="� fiP ISIo o, le • to uge� LgZa.IB �� �2, Go t,wc�,� �� @ � ►2���`i _ Tic --nom - f U� � 1'Ij - 7,� e k . To use s(UAP=,6,,, Ls7,& IS 4 tZ. t;6Z ,. Mckisson & Associatas Project: Shr. et: 1490 Highway 99, Suite fi OGridley, CA 954I8 Ph. (530) 846-6 76 <'^ Fax (530) 846-6358 Vote Of ti=..... 1 Joh No. -- t G34 OPLA PT r -c f3. (3 P09f" f ''t-3 44 cAM=r--"L 7(., S u Psi r -r 136,5 # f i( `J. y`.Ins Ido. hAckisson Ic Associates 14-90 I-lighwcay 543, Suite, 0 SI Il P?0. of Gticilev, CA 95948 4•:.,� +,ter �• Ph. (J.iC1) 84-&— 3I6 DATE .558 DESIGN! PROJECT NAME PROJECT ADDRESS pZZ • Tj • 0.00 CLIENT BUILDING TYPE �--1 CODE ITT7 006 Type or arrangement of lateral re isting elements (table _ STRUCTURAL DESIGN INDEX DESCRIPTION PAGE NUMBER FROM TO STRUCTURAL DESIGN CRITERIA ( 2 LATERAL LOADING WIND PRESSURE P: EXPOSURE/ MPH: Ce= Cq= Qs= Iw= 1,0 SEISMIC FACTORS MATERIAL SPECIFICATIONS & STRESS SOIL Test ill, Classification Embedment ISI CONCRETE MASONRY REINFORCEMENT &,2 Ae,2 4 Mckisson & Associ tes r 1490 Highway 99, Site Gridley, CA 95918 Ph. (530) 846-6 Fax (530) 846-6358 B 76 Job No. LOADS: ROOF LIVE L.L. ALO Cz ROOF D.L. COMP5HINGLE5 TILE - ROOFING FELT I S P51f ROOF SHEATHING 1, S p5p JOISTS 1 Z INSULATION t 5 F51' GWB �� S MICS. t WALL D.L. 2X q' Q ilo O.C. 11.0 PSF 51DING/(vM EXTERIOR FIN15H MSN n8 tnfN� GWB INSULATION I .n Date ISI/sem P, L-, Sheet: of 1 E Mckissan & Associntes Project: Short: 1490 Highway 99. Suite Gridley.. CA 959 4 B Ph. (530) 846-376 �' t........ Fax (530) 846 - 358 oate Job No. or 1 E Mckisson & Assoc otes Project: Sheet: 1490 Highway 99, E uite R +1• Gridley, CA 95948 ph. (530) 846-6375 Fax (530) 84.6— 758 Dote ^i -.... Job No. L ; II,o' ?< 5 P�F k 5,6' -�4 Tom- I2,Q0O-TO i�. - � � � 133 #/fir- � -.b'P"pµ•�''a'�c` MO Co�O4 t���' (�' �i�1�f•P) tt r--.> WMu- yl6� Lvv. + C 3I;,oy- -+ 3,Z,4 = 311 1 k lrO A,f *or -rott?� - L.O NG ITUO, �F 1S4 j2 i ---- 64 eAA+ kul kk I?,-, A- ggeL )( " I0 t' X1. 1, %xof XS 1728 ;3v +- 1,'7v - s 41, ` Mckisson & Assoc rites Project: Sheet: 1490 Highway 99, E uite A Gridley, CA 959 •fl cc.' L' .•!� !''h. ' (:,530) 846-6376 i. Fax (530) 846-6358 Date Joh No. � OlLONG (TU T) b T g�� 4/pT 4� vo ►Nt�:, �t����fz�5 � ` �`�•! '� j33� LoNrorroolfJ V �' x ��J�i/� 2�O�P� (IL) Mckisson & Associates Project: 1490 Highway 99, SLIRO R Gridley, CA 95948 Ph. .(530) 846-61576 Fax (530) 84.6-6358 '0 c�fio 2 Joh No. Q 5.0 tomNg WCMT Sheet: Dotc I of fiP- � I S�o� o, �e • '�o USGz �glat,8 ��- cQ, s� JZ z -73 n� K. TO usr- Sew. ,,► s✓s7,d IS atz Edz� U) - �3 vw /8 '0 c�fio 2 Joh No. Q 5.0 tomNg WCMT Sheet: Dotc I of fiP- � I S�o� o, �e • '�o USGz �glat,8 ��- cQ, s� JZ z -73 n� K. TO usr- Sew. ,,► s✓s7,d IS atz Edz� Mckisson & Associates Project: Sher.?: 1490 Highway 99, Suitc R Gridley, CA 959AS Ph. (530) 846-0-16 t . V. Fax (530) 84.6-6 58 Date of Job No. p = e(%r % hosts GT TO 0 W 9 (RA P�eH -f,64 t,6%T (f'l P 0 lz gQUbi, X q- p�3T t't-3,44 - ►. L*Fm" _ 7(�5- # v p' w rr 1365 # o is > UPL.Ipf 1702 (15 > II ROOF TRUSSES TJI FLOOR SYSTEMS 8350 INDUSTRIAL AVE. ROSEVILLE, CA 95678 (916)774-1115 FAX: (916)774-1450 CUSTOMER NAME: DEAN SWANSON JOB NAME: LOCATION: LOAD: PARALLAMS MICROLLAMS PITCH: 6:12 37 PSF. WET SEALS COPIES 9NVHH3A0 00-00-02 00-00-Z HOlId 3004 Zi :9 ■ ■ amu■ � 8L31! III 00-00-7E 00-00-9 ` 00 -00 -Ob ,. W O acrs lV J J Q Q W 3 O O F - Q 2 J O d Q d xEn N N LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF 81&BTR 1- 6 BOTTOM CHORDS: 2x 4 DF 81&BTR 1- 5 WEBS: 2x 4 OF STAND 1- 8 TC LATERAL SUPPORT <= 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. Truss designed for 4x2 outlookers 2x4 let -ins of the same size and grade of structural top chord. Insure tight fit at each end of let -in. Connect with C -2.5x4.3 at each end and C -1.5x2.6 at center of board (LION). Refer to Seq No 056943 for plate placemnt detail. TRUSS SPAN 40'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0' VERT BC CONC LL+DL= 50.0 LBS @ 20' .0" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 20-00-00 12 C -5x6 12 6.00 F�;- 6Ih Q6.00 C -5x9.4 (S) .75" C-5x9.4(S) 5„ (2) C -1.5x2.6 or equal at uprights. C-1.50.4 C-1.50.4 C> m 0 0 30.7 C -3x7.7. C -2.5x6 (S) 5-o C -2.5x4.3 C -3x7.7 C-30. 7 C -2.5x4.3 1 C -2.5x6 (S) ren UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -2269 B 1= 2004 W 1- .-327 W 5- 144 T 2= -2241 B 2= 1551 W 2= 626 W 6= 29 T 3- -1550 B 3= 1040 W 3- -563 W 7- -2135 T 4= -1234 B 4= 1095 W 4= 777 W 8=' -557 T 5- 503 B 5= -449 e. Com altos hes no control ova and of sumes no res p responsibility for the Imes coincide with joint center Imes. 9. Digits indicate size of plate in inches. MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS T 6= 504 7. This dmlgn Is furnished subject to the limitations on truss designs set forth prefix "C', see I.C.B.O. R.R. 4211. CANT @ 33'-10.3" LEFT = 1292 RIGHT = 2235 BEARING AREA REQUIRED (SO. IN) JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678" MAX TL DEFL - -.164" @ 9 L/180 - 2.237' MAX LL DEFL = -.016" @ 7 L/240 = 615" MAX TL DEFL - -.036" @ 7 L/180 = .819" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL DEFL - .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: - 7. Read all General Notes and Warnings before construction of trusses. 1 . Design to support loads as shown. Design conforms to UBC -97 AnVer: 1 (3L) -M 2. Builder and erection contractor should be advised of an General Notes and 2. Design assumes the top and bottom chords to be laterally braced at .09 Warnings before construction commences. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact 3. 1x3 eompresslon web bracing must be Installed where shown +. bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. 4. An lateral force resleting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be use in a non -corrosive environment, 9 must be designed and provided b designer g p y goer of complete structure. and are for "dry condition" of use. L1236928 Computrus assumes no rasponslbinty for such bracing. 5. No load should be applied to any component until aft" an bracing and 8. Design assumes full bearing at all supports shown. Shim or wedge if neeessary- CompuTrus Inc. fastenee are complete, and at no time should any loads greater then design 7. Design assumes adequate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center G. e. Com altos hes no control ova and of sumes no res p responsibility for the Imes coincide with joint center Imes. 9. Digits indicate size of plate in inches. MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS fabrlcatlon, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the 7. This dmlgn Is furnished subject to the limitations on truss designs set forth prefix "C', see I.C.B.O. R.R. 4211. by the Truss gate Mstkute In-Bradng Wood Trusses, HIB -et", • eepy at 1 1. The Computrus Net Section Plate is indicated by the prefix 'CN", the which wN be furnished by Computrus upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 7 BOTTOM CHORDS: 2x 4 OF #16BTR 1- B WEBS: 2x 4 OF STAND 1- 7, 9-11 LION 2x 6 OF #2 B TC LATERAL SUPPORT <= 12"OC. LION. BC LATERAL SUPPORT <= 12"OC. UON. TRUSS SPAN 40'- 0.0" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF "TC UNIF LL+DL= 74.0 PLF 27'- 0.0" TO 34'- 0.0" VERT BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 20-00-00 20-00-00 6.00 f2 C-56.1 12 6.00 5. L.n C -4X6 (S) 1.00" C-1. 50.4 / 2 C-50.7 (S) C -2.5x4.3 m C -4x6 0 C -2.5x4.3 o C -4x7.7 C -2.5x4434 3 C -5x5.1 C -3x7.711 C -2.5x4.3 C -2.56(S) C -5x11.9 a 3.00 11.61N 20-00-00 4-09-OEI 02-08 14-00-20 34-00-00 � � 6-00-00 20-00-00 0 5-00-00 ' 15-00-00 j 18-00-00 22-00-00 Scale 1/B" 40-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -4482 B 1- 4075 W 1= -213 W10- -2007 T 2= -4289 B 2= 3625 W 2- 411 W11= -691 T 3- -3609 B 3- 2891 W 3= -431 T 4= -2341 B 4= 2903 W 4= 673 T 5= -2378 8 5= -2 W 5- -855 T 6= 560 B 6=- 1236 W 6= 36 T 7- 414 B 7- 1116 W 7- 1739 B 8- -269 W 8- 1171 W 9= -794 Loads as given CANT @ 34'- 0.0" LEFT - 1253 RIGHT - 2225 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 2.00 DF/ 3.09 HF/ 2.95 SPF BRG @ 34'- 0.0' 3.56 DF/ 5.49 HF/ 5.24 SPF MAX LL DEFL - -0.216" @ It'- 7.7" L/240 - 1.671" MAX TL OEFL = -0.532" @ 11'- 7.7" L/180 = 2.228' MAX LL DEFL - 0.050" @ 40'- 0.0" L/120 - 0.500" MAX TL DEFL - 0.130" @ 40'- 0.0" L/90 - 0.800" MAX HORIZ. LL DEFL = 0.144" @ 14 MAX HORIZ. TL OEFL = 0.358" @ 14 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. G WARNINGS: General Notes, unless otherwise noted: 1. Read as General Notes and Warnings before constructlon of trusses. 1. Design to support loads as shown. Oes i 9n conforms to UBC -97 AnVer: 6.3.5 (3L) -F No. 217 r3 2. Design assumes the top and bottom chords to be laterally braced at EXP. /3as6 � G WARNINGS: General Notes, unless otherwise noted: 1. Read as General Notes and Warnings before constructlon of trusses. 1. Design to support loads as shown. Oes i 9n conforms to UBC -97 AnVer: 6.3.5 (3L) -F 2. Builder and erectlon contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before eonrirudlon commences. 3. tai aom resslon web brodng mull ba inriaaed wnerc strewn +. R 2'-0 o.e. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibiliti of the respective contractor. DATE: 5/27/2003 4. An lateral force twisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, -dry must be designed and provided by designer of complete structure.and computrus assumes no responsibility for such bracing. bracing are for condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. essaassUmes DES. BY: 5. No load should be applied to any component until after all and loads than designDesigng 7 adequate drainage is provided. g p fasteners are complete, and at no time should any greater 8. Plates shall be located on both faces of truss, and placed so their center SEG.: 1236929 loads be applied to any component. a. Cempulrus hes no control over and assumes no responalbli ty for the lines coincide With joint center lines. MANUFACTURING. ENGwEERNG . COMPUTER SYSTEMS 8. Digits indicate size of plate in inches. fabrication, handling, shipment and Installation of components. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Rate mnhute In -Bracing Wood Trusses, 1-1I13•91', a copy of which will be furnished by Computrus upon request, "C", see I.C.B.O. R.R. 4211. 11. The Computrus Not Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #i&BTR 1- 6 BOTTOM CHORDS: 2x 4 OF #1&BTR 1- 5 WEBS: 2x 4 DF STAND 1- B TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. r+1 0 TRUSS SPAN 40'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0° O.C. • LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF TC UNIF LL+OL= 74.0 PLF 27' .0" TO 34' .0' VERT BC CONC LL+OL= 50.0 LBS @ 20' .0" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 20-00-00 12 12 6.00 L,, -C -56Q 6.00 C -1.5x3.4 o It -30.7 C -3x7.7 C -5x9.4(§) 75" C -5x9.4 (S) .11 C -1.5x3.4 0 0 C-2.56 (S) 50# C -2.5x4.3 C-30.7 0 C -3x7.7 0 C -2.5x4.3 1 C -2.5x6 (S) DLOILU. It. UBC 97/TPI SINGLE MEMBER FORCES 4WRGO 2. guilder and erection contractor should be advised of all General Notes and T 1= -2269 B 1= 2004 W 1= -327 W 5= 144 T 2= -2241 B 2= 1551 W 2= 626 W 6= 29 T 3- -1550 B 3- 1040 W 3- -563 W 7- -2135 T 4= -1234 B 4= 1095 W 4= 777 W 8= -657 T 5- 503 B 5- -449 T 6= 504 CANT @ 33'-10.3" LEFT = 1292 RIGHT = 2236 BEARING AREA REQUIRED (SO. IN) JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678" MAX TL DEFL - -.164" is 9 L/SBO - 2.237" MAX LL DEFL = -.016" @ 7 L/240 = .615" MAX TL DEFL - -.036" @ 7 L/180 - B19" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL DEFL = .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE "C" (25ps0 TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. DeS19n conforms to UBC -97 AnVer: 1.09(3L) 2. Design bottom be laterally braced 2. guilder and erection contractor should be advised of all General Notes and assumes the top and chords to at Warnings before Construction commences. 3. 1x3 Compression web bracing must be Installed where shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. . 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibility of the respective contractor. GATE: 5/27/2003 6. All lateral force resisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -Corrosive environment, must be designed and provided by designer of Complete structure. and are for "dry Condition" of use. - / Computrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if DES . BY: /«yam ' 6. No load should ba applied to any component until after all bracing and necessary. CompuTrus Inc. 7. Design assumes adequate drainage is provided. fasteners are Complete, and at no time should any loads greater then design B. Plates shall be located on both faces of truss, and placed so their center loads be applled to any component. lines Coincide with joint center Imes. MANUFACTURING SED.: 1236930 6. Cern afros hes no central ever end assumes no responsibility for the p pO y . ENGINEERING . COMPUTER SYSTEMS 9. Digits indicate size of plate in inches. fabrication, handling, shipment and Installation of Components. 10. For basic design values of the Computrus Plate, Indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Nate Institute in"Bracing Wood Trusses, NIB -91", a copy of which will be fumished by Computrrs upon request. "C", Ree I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) Indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #168TR 1- 6 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 5 WEBS: 2x 4 OF STAND 1- 8 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. TRUSS SPAN 40'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORO = 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD 37.0 PSF TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VER1 BC CONC LL+DL= 50.0 LBS @ 20' .0" BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 20-00-00 12 C -5x6 12 6.00 ,Jb.00 3x / . / C -3x7.7 U-2.SXb l5) C -2.5x4.3 L-d.5X4.J C-2.56 (S) (2) C -1.5X2.6 or equal at uprights. C-30.7 '' C -3x7.7 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -2269 B 1= 2004 W 1- -327 W 5- 144 T 2= -2241 B 2= 1551 W 2= 626 W 6= 29 T 3- -1550 8 3- 1040 W 3- -563 W 7- -2135 T 4= -1234 8 4= 1095 W 4= 777 W 8= -657 T 5= 503 B 5- -449 T 6= 504 CANT @ 33'-10.3' LEFT = 1292 RIGHT = 2236 BEARING AREA REGUIRED (SO. IN) JOINT '1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678' MAX TL DEFL - -.164" @ 9 L/180 - 2.237" MAX LL DEFL = -.016" @ 7 L/240 = .615" MAX TL DEFL - -.036" @ 7 L/180 - .819" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL DEFL - .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psn TO TOP CHORD CONCURRENT WITH DEAD LOADS. C -2.5x4.3 at diagonal inlets m 0 � o 0 state: 3/ti H. S J_.. E",P.3 n�;,F'firf•l WARNINGS: General Notes, unless otherwise noted: 1. Read e0General Notes and Warnings before construction oftrusses. 1. Design to support loads as shown. Design conforms to UBC -97 AnVer: 1.09(3L) -M 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 1x3 compression web bracing must be Installed where shown +. 2'-0 o.c. and at 12'-0- o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibility of the respective contractor. DATE' 5/27/2003 4. Ag lateral force resisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, -dry • DES. BY: must be designed and provided by designer of complete structure.and Computrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if /^C Trus Inc. necessary. fasteners are complete, and at no time should any loads greater than design 7.Design assumes adequate drainage Is provided. B. Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. lines Coincide With joint center lines. MANUFACTURING ENGNEEnING COMPUTEn SYSTEMS SEG.: 1236931 e. Computrus has no control over and assumes no responsibility for the . . g• Digits indicate size of plate In inches. febdcation, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is tumished subject to the limitations on truss designs set forth by the Truss Plot. tnsthute In'Bredng Wood Truss-, H® -g1', a copy of which will be furnished by Computrus upon request. "C-, see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix -CN-, the designator 08) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF ##&BTR 1- 7 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 6 WEBS: 2x 4 OF STAND 1-10 TC LATERAL SUPPORT <= 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. TRUSS SPAN 40'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 20-00-00 1 20-00-00 12 C -5x6 12 6.00 L,-- 6.D.' Q6.00 C -2.5x4.3 C -5x6 (S) .75' C -1.5x3.4 C -7x7.7 M C -2.5x4.3 C -2.5x4.3 C -3x9.4 x3.00 12 Scale: 1/8" C -5x 14.5 (S) C-1. 50.4 Loads as given C -2.5x4.3 ++' C -5.5x7.7 C -2.5x6 0 3.00 r--- 12 12 6-00-00 L6-08-08 6-03-08 1 00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO Warnings before construction commences. 3. 1x3 compression web bracing must be Installed where shown +. T 1= -4212 8 1- 3825 W 1= -137 W 6- 1832 T 2= -4042 B 2= 3454 W 2= 377 W 7= -118 T 3= -3401 B 3- 2779 W 3- -410 W 8- 195 T 4= -2630 B 4= 1564 W 4= 615 W 9= -2576 T 5- -1622 B 5- 1426 W 5- -592 W10= -662 T 6= 515 B 6= -461 T 7- 517 CANT @ 33'- 8.5" LEFT 1262 RIGHT = 2216 BEARING AREA REOUIREO (SO. IN) JOINT 1 2.02 OF / 3.12 HF / 2.97 SPF JOINT 13 3.55 OF / 5.47 HF / 5.21 SPF MAX LL DEFL = -.207" @10 L/240 - 1.671" MAX TL DEFL = -.510" @10 L/180 = 2.228" MAX LL DEFL - .035" @ B L/240 - .629" MAX TL DEFL = .088" @ 8 L/180 = .839" MAX HORIZ. LL DEFL - 139" @13 MAX HORIZ. TL DEFL = .347" @13 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. General Notes, unless otherwise noted: 1. Read as General Notes and Warnings before construction of trusses. 2. Builder and healon contractor should be advised of all General Notes and 1. Design to support loads as shown. Design conforms to UBC -97 AnVer: 1 .09 (3L) 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 1x3 compression web bracing must be Installed where shown +. 2'-0 o.e. and at 12'-0' o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. 5/27/2003 4. AB lateral force resisting elements such as temporary end permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed end provided b designer or complete structure. gr p T 6 v and are for "dry condition" of use. LSEQ.WARNINGS: S.BY: Computrus assumes no ruponslblllty for such bracing. S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. necessary. fasteners are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center :12 3 6 93 2 6. Computrus has no control over and assumes no responsibility for the 1 lines coincide with joint center lines. MANUFACTURNG . ENGINEERNG . COMPUTER GVEITEM8 9. Digits indicate size of plate in inches. fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design b furnished subject to the limitations on truss designs set forth by the Truss Neta Institute fn'Bmcing Wood Trusses, H1111-911", a copy of which w@ be furnished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 1 1. The Computrus Net Section Plate is Indicated by the prefix 'CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 3 WEBS: 2x 4 OF STAND 1- 4 TC LATERAL SUPPORT <= 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LON. TRUSS SPAN 24'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD - 37.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 12-00-00 12-00-00- C -4x4.3 12 c nnI 7 Ih 00 C -5x5.1(5) Scale: 1/4" P. t UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1- -1373 B 1- 1213 W 1- -289 T 2= -1202 B 2= 833 W 2= 439 T 3= -1202 B 3= 1213 W 3- 439 T 4= -1373 W 4= -289 LEFT = 888 RIGHT = 888 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.035" @ 7 L/240 = 1.171" MAX TL DEFL - -.081" @ 7 L/180 - 1.561" MAX HORIZ. LL DEFL - 014" @ 5 MAX HORIZ. TL DEFL = .032" @ 5 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE -C' (25p5f) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Wemtngs before construction of trusses. 1 . Design to support loads as shown. Design conforms t0 UBC -97 AnVer• 1.09 (3U ' 2. guilder and ereotlon contractor should be advised of ell General Notes and 2. Design asthe top and bottom chords to be laterally braced at Warnings before construction commences. 3. 1x3 compression web bracing must be Installed .Here shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibility of the respective contractor. f DATE: 5/27/2003 4. All lateral force resisting alements such as temporary and permanerd bracing, S. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure.and are for "dry condition" of use. for Computrus assumes no responsibility for such bracing. 6. Design full bearing at all supports shown. Shim or wedge if CompuTrus Inc. necessary. DES. BY: S. No load should be applied to any component until after lig bracing and 7. Design assumes adequate drainage Is provided. fasteners are complete, and at no time should any loads greater than design 8. Plates shall be located on both faces of truss, and placed so their center sEO.: 1236933 loads be applied to any component. S. Computrus has no control over and assumes no responsibility for the p y Digit coincide withsize 0 p Center cherines. MANUFACTURWO . ENGaJEERING .COMPUTER eveTEN6 9. Digits indicate size of plate h inches. fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This deign Is furnished subject to the RmItations an truss designs set forth by the Truss Plate tnsthute in'aradng Wood Trusses, HIB•91', a copy of which will be fumished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 3 WEBS: 2x 4 OF STAND. 1- 4 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE "C" (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. m 0 Q 0 0 TRUSS SPAN 24'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD - 37.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 12-00-00 12-00-00 C-44.312 a nn �� tel(; f10 C-56.1 (5) UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -1373 B 1- 1213 W 1- -289 T 2= -1202 B 2= B33 W 2= 439 T 3- -1202 B 3- 1213 W 3- 439 T 4= -1373 W 4=• -289 LEFT = 88B RIGHT = ase BEARING AREA REOUIREO (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.035" @ 7 L/240 = 1.171" MAX TL DEFL - -.081" @ 7 L/180 - 1.561" MAX HORIZ. LL DEFL - .014" @ 5 MAX HORIZ. TL DEFL = .032" @ 5 Truss designed for 4x2 outlookers 2x4 let -ins of the same size and grade of structural top chord. Insure tight fit at each end of let -in. Connect with C -2.5x4.3 at eachend and C -1.5x2.6 at center of board (LION). Refer to Seq No 056943 for plate placemnt detail. ;x2.6 or equal at uprights. I L 24-00-00 Scale: 1/4" m 0 �o 0 scrip; ::SSJ(;r No. 2763 EXP. 3/3 6 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before Construction of trusses. 1. Design to support loads as shown. ❑es 1 gn conforms to UBC -97 AnVer: 1 .09 (3L) -M 2. Sunder and erection Contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before eonshuctlon commences. 3. 1x3 Compression web bracing must be Installed where shown +. 2'-0 S.C. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. DATE: 5/27/2003 a. An lateral fo.Ce resletb g dements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, "dry �i must be designed and provided by designer of complete structure. Computers assumes no responsibility for such bracing. S. No load should he applied to any component until after all bracing and and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if CampuTrus Inc. necessary- DES. BY: s� ' time loads than design 7 adequate drainage is provided. fastener are complete, and at no should any greater g Platens shall be located on both faces f truss, and placed so their center loads be applied to any Component. lines coincide with Joint Denier lines. MANUFACTURINO. ENONEERNO. COMPUTER SYSTEMS SED .: 1236934 6. Computrus has no control over and assumes no responstbmty for the 9. Digits indicate size of plate in Inches. fabrication, handling, shipment and Installation of Components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute tn"Bredng Wood Trusses, H1113-911", a copy of whim arm be furnished by Computrus Upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is Indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. imuuuuiii LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF Y16BTR 1, 2 BOTTOM CHORDS: 2x 4 OF #16BTR 1, 2 WEBS: 2x 4 OF STAND 1 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, UON. 2-06-00 2-06-00 12 12 12-107 C-44.3 12.00 4.0'" m � m 0 0 5-2.5x4.3 C -2.5x4.3 C-1.50.4 L L 5-00-00 Scale: 3/8" TRUSS SPAN 5'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -122 B 1- 79 W 1s 35 T 2= -122 B 2= 79 LEFT = 185 RIGHT = 185 BEARING AREA REQUIRED (SO. IN) JOINT 1 .30 OF / .46 HF / .44 SPF JOINT 3 .30 OF / .46 HF / .44 SPF MAX LL DEFL = .000" @ 4 L/240 = .221" MAX TL DEFL - -.001" @ 4 L/180 - .294" MAX HORIZ. LL DEFL = .000" @ 3 MAX HORIZ. TL DEFL - .000" @ 3 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. -. , dna R0. 27& EXP �� L WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before co almotlon of trusses. 1. Design to support loads as shown.Design conforms to UBC -97 AnVer: 1 (3U 2. Builder and erection contractor should be ad,lsed of all General Not. and .09 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 10 compression web bracing must be Installed where shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Ali lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the responsibilityof the respective Contractor. 5. Design DATE: 5/27/2003 9 assumes trusses are to be used in a non -corrosive environment, "dry DES. BY: BG must be designed and provided by designer o1 complete structure.and Computrus assumes no responsibility for such bracing. S. No load should be applied to any component until after as bracing and are for condition" Of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if Coil IpuTrus Inc. necessary, farteners are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. loads be S. Plates shall be located on both faces of truss, and placed so their center applied to any component. Imes coincide with Joint center Imes. SEG.: 123 93 5 6. Computrus has no control over and assumes no res P responsibility for the MANUFACTURING . ENONEERNG . COMPUTES SYSTEMS 9. Digits indicate size of plate in inches. fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Rate lnsutute ln"Bradng Wood Trusses, Nie -lit', a copy of which win be fumished by Computrus upon request. "C', see I.C.B.O. R.R. 4211. - 11. The Computrus Net Section Plate is indicated by the prefix "CN', the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #1&BTR 1. 2 BOTTOM CHORDS_: 2x 4 OF #1&BTR . 1, 2 WEBS: 2x 4 OF STAND 1 TC LATERAL SUPPORT <- 12"OC, UON. BC LATERAL SUPPORT <= 12"OC, UON. 2-06-00 2-06-00 12 12 12.00 [7 C-44.3 12.00 4.0' 5-00-00 Scale: 3/8" TRUSS SPAN 5'- 00" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD = 7.0 PSF .TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Truss designed for 4x2 outlookers 2x let - ins off the same size and grade of structural top chord. insure tight fit at each end of letdn. Connect with C -2.5x4.3 at each end and C -1.5x¢.6 at center of board cuon).REFER toseq.no.056943 for plate placement detail. (2) C -1.5x2.6 or equal at uprights. UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1- -122 8 1= 79 W 1= 35 T 2= -122 B 2= 79 LEFT = 185 RIGHT 185 BEARING AREA REOUIREO (SO. IN) JOINT 1 .30 OF / .46 HF / .44 SPF JOINT 3 .30 OF / .46 HF / .44 SPF MAX LL DEFL = .000" @ 4 L/240 = .221" MAX TL DEFL = -.001" @ 4 L/180 = .294" MAX HORIZ. LL DEFL = .000" @ 3 MAX HORIZ. TL DEFL - .000" @ 3. NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read .11General Notes and Wamingsbefore construction oftrusses. 1. Design to support loads as shown. OaSign conforms to UBC -97 An Ver' 1.09(3L) -M Design 2. Design bottom 2. Builder and rection contractor should be advised of all Generalral Notes and Warnings before constmallon commences. assumes the top and chords to be laterally braced Si 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibilityof the respective contractor. DATE: 5/27/2003 4. AB lateral force resisting dements such as temporary and permnneM brdng, 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure.and are for "dry condition" of use. DES. BY: Computrus assumes no responsibility for such bracing. S. No load should be applied to any component trill after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. CompuTru.7 Inc. fastener are complete, and at no time should any loads greater then design 7• Design assumes adequate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center SEG . ' 12 3 6 93 6 6. Computrus has no control over and assume no responslbBhy for the Imes COIRCIde with joint cents! IifleS. size in inches. MANUFACrURINa . ENGINEERNG . COMPUTER SYSTEMS fabrication, handling, shipment and Installation of components. 1 O. Fors basic design values of the Computrus Plate, indicated by the prefix 7. This design Is funlshed subject to the limitations on tmss designs at forth "C", see I.C.B.O. R.R. 4211. by the Tmas pate Institute in"Bmet g Wood Tenses, HIB -91", a copy of 11. The Computrus Net Section Plata is Indicated b the prefix "CN", the designator which will be famished by Computrus upon request. (18) indicates 18 ga. material is user. All others are 20 ga. ROOF TRUSSES TJI FLOOR SYSTEMS 8350 INDUSTRIAL AVE. ROSEVILLE, CA 95678 (916)774-1115. FAX: (916)774-1450 CUSTOMER NAME: DEAN SWANSON JOB NAME: LOCATION: 3Z r 7 Lv.S PARALLAMS MICROLLAMS PITCH: 6:12 LOAD: 37 PSF. WET SEALS COPIES �X 11 DNVH83A0 00 -00 -pa V -0 0-z \IIo�IR�l�f� mill ■ - -■ qui 8 3lI1111 i 00-00-D£ 00-00-9 J` 00 -00 -Ob wm cc as l� J J QQ W 3 O O H Q Q J O d Q d x N [n LUMBER SPECIFICATIONS TRUSS SPAN 40'- 00" MEMBER FORCES LOAD DURATION INCREASE = 1.25 2. Builder and erection contractor should be advised of all Gmeral Notes and Warnings before censtructlon commences. SIZE SPECIE GRADE PANEL(S) SPACED 24.0° D.C. B 1- TOP CHORDS: W 1- -327 2x 4 OF #J&BTR 1- 6 LOADING T 2= BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF 2x 4 OF B1&BTR 1- 5 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD - 37.0 PSF 2x 4 OF STAND 1- B 1040 W 3- -563 TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT TC LATERAL SUPPORT <= 12"OC, LION. T 4= -1234 BC LATERAL SUPPORT <= 12"OC, LION. BC CONC LL+DL= 50.0 LBS @ 20' .0" Truss designed for 4x2 outlookers 2x4 let -ins of BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP the same size and grade of structural top chord. AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Insure tight fit at each end of let -in. Connect with -449 C -2.5x4.3 at each end and C•1.5x2.6 at Loads as given center of board (LION). Refer to Seq No 056943 for 504 plate placemnt detail. 20-00-00 20-00-00 12 C -5x6 12 6.00 6 Oa Q6.00 x9.4 (S) . 75 C-5 ' C-5 x9 . 4 ( S 0 5" (2) C -1.5x2.6 or equal at uprights - C -1.50.4 C-1.50.4 MM 0im 111111 ILM 111111 111111 U 11111111 IN 11,1 0 3x7.7 C -3x7.7. C -2.5x6 (S) C -2.5x4.3 C -3x7.7 C -3x7.7 0 C -2-5x4.3 C -2.5x6 (S) 14-00-00 'L 12-00-00 '� 14-00-00 L 34-00-00 6-00-00 1. Scale: 1/8" 40-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO 2. Builder and erection contractor should be advised of all Gmeral Notes and Warnings before censtructlon commences. T 1= -2269 B 1- 2004 W 1- -327 W 5- 144 T 2= -2241 B 2= 1551 W 2- 626 W 6= 29 T 3- -1550 B 3= 1040 W 3- -563 W 7- -2135 T 4= -1234 B 4= 1095 W 4= 777 W 8=' -657 T 5- 503 B 5= -449 T 6= 504 CANT @ 33'-10.3" LEFT = 1292 RIGHT = 2236 BEARING AREA REQUIRED (SO. IN) JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678" MAX TL DEFL - -.164" @ 9 L/180 - 2.237" MAX LL DEFL = 7.016" @ 7 L/240 = .515" MAX TL DEFL - -.036" @ 7 L/180 = .819" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL OEFL - .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (2Spsf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction oftrusses. 1. Design to support loads as shown. Design conforms to UBC -97 AnVer• 1.09(3L) -M 2. Design bottom ' 2. Builder and erection contractor should be advised of all Gmeral Notes and Warnings before censtructlon commences. assumes the top and chords to be laterally braced at 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. DATE: 5/27/2003 4. AB lateral force residing Nements such as temporary end permanent bracing. 5. Design assumes trusses are to be used in a non -corrosive environment, 9 must be designed and provided by designer of complete structure. and are for "dry condition" of use. A� OES BY; Computrus assumes no responsiblity for such bracing. I.No load should be applied to any component until after a8 bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. necessary. . l/J[ rs fasteneare complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. lines coincide with joint center lines. SEQ.: 1236928 e. Computrus has no control over and assumes no responsibility for the MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS 8. Digits indicate size of plate in inches. fabrication, handan shl ment and Installation of components. g• p p 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design is furnished subject to the limitations an truss designs set forth by the Truss Plate Institute In"Bracing Wood Trusses, HIB -at", a copy of whidt w18 be famished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #i&BTR 1- 7 BOTTOM CHORDS: 2x 4 OF #1&BTR i- B Co WEBS: 2x 4 OF STAND 1- 7, 9-11 L10/) 2x 6 OF #2 B TC LATERAL SUPPORT <= 12"OC. JON. BC LATERAL SUPPORT <- 12"OC. UON. M 0 6 11C -4x7.7 U-AC-2.5x443y j C -5x5.1 C -3x7.7 " C -2.5x4.3 C -2.5x6 (S) C -5x11.9 a 3.00 11.61 12 12 20-00-00 4-094fl -0 -08 H -00-QO 34-00-00 6-00-00 '� 20-00-00 1 5-00-00 ' 15-00-00 20-00-00 C -5x5.1 51" TRUSS SPAN 40'- 0.0" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD - 37.0 PSF "TC UNIF LL+OL= 74.0 PLF 27'- 0.0" TO 34'- 0.0" VERT BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 20-00-00 12 Q 6.00 Scale: 1/8" JOB NAME: DEAN SWANSON (#2) SINGLE MEMBER FORCES 4WRGO WARNINGS: -4482 1. Reed an General Notes and Warnings before construction of trusses. 4075 2. Gunder and erection contractor should be advised of all General Notes and -213 W10- -2007 Warnings before construetlon commences. -4289 3. 1 x3 compression web bracing must be Installed where shown +. DATE: 5/27/2003 4. Ali lateral force resisting elements such as temporary and permanent bracing, 411 W11= -691 must be designed and provided by designer of complete structure. -3609 Compub" no responsibility for such bracing. DES. BY: oassumes 5. No load should be applied to any component until after an bracing and • fasten_ are complete, and at no time should any loads greater than design -2341 loads be applied to any cempanent. SED.: 1236929 e. Computrus has no central over and assumes no responsibility for the 673 fabrication, handling, shipment and Installation of Components. -2378 7. This design is furnished subject to the limitations on truss designs set forth -2 by the Trus Nate Institute In-Bradng Wood Trusses, HIS -91", a copy of -655 which wig be furnished by Computrus upon request. tT1 0 0 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1= -4482 B 1- 4075 W 1- -213 W10- -2007 T 2= -4289 B 2= 3525 W 2= 411 W11= -691 T 3- -3609 B 3- 2891 W 3- -431 T 4= -2341 B 4= 2903 W 4= 673 T 5= -2378 B 5- -2 W 5- -655 T 6= 560 B 6= 1236 W 6= 36 T 7- 414 B 7- 1116 W 7- 1739 B 8- -269 W 8- 1171 W 9= -794 Loads as given CANT @ 34'- 0.0" LEFT - 1253 RIGHT - 2225 BEARING AREA REQUIRED (S0. IN) BRG @ 0'- 0.0' 2.00 OF/ 3.09 HF/ 2.95 SPF BRG @ 34'- 0.0" 3.56 OF/ 5.49 HF/ 5.24 SPF MAX LL DEFL - -0.216" @ 11'- 7.7" L/240 - 1.671" MAX TL DEFL = -0.532 @ 11'- 7.7" L/180 = 2.228' MAX LL DEFL - 0.050" @ 40'- 0.0" L/120 - 0.600" MAX TL DEFL - 0.130" @ 40'- 0.0" L/90 - 0.800" MAX HORIZ. LL DEFL = 0.144" @ 14 MAX HORIZ. TL DEFL - 0.358" @ 14 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psfl TO TOP CHORD CONCURRENT WITH DEAD LOADS. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design conforms to UBC -97 AnVer: 6.3.5 (3L) -F 2. Design assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibility of the respectiye contractor. be in 5. Design assumes trusses are to used a non -corrosive environment, and are for 'dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. CompuTrus Inc. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. M"UFACTURINO ENOWEERWG COMPUTER SY61EMS 9. Digits indicate size of plate in inches. . . 1 O. For basic design values of the Computrus Plate, indicated by the prefix C", see I.C.B.O. R.R. 4211. 11 . The Computrus Net Section Plate is indicated b the prefix 'CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. 11111111111101 LUMBER SPECIFICATIONS SINGLE TRUSS SPAN 40'7 .00" 4WRGO T 1- LOAD DURATION INCREASE - 1.25 SIZE SPECIE GRADE PANEL(S) W 1= SPACED 24.0" O.C. TOP CHORDS: 144 T 2= -2241 2x 4 OF #1&BTR 1- 6 W 2= LOADING BOTTOM CHORDS: 29 LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF 2x 4 OF #1&BTR 1- 5 W 3- OL ON BOTTOM CHORD = 7.0 PSF WEBS: -2135 T 4= TOTAL LOAD 37.0 PSF 2x 4 OF STAND 1- 8 W 4= 777 W B= -657 TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC. LION. T 6= BC CONC LL+DL= 50.0 LBS @ 20 0" BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 20-00-00 12 C-56 12 6.00 L,,- 6O• x6.00 C -5x9.4 (S) C -5x9.4 (S) . "1.75" C -1.5x3.4 C-1.50.4 m f*1 Q o -30.7 C -3x7.7 C -2.5x6 (S) 504 C -2.5x4.3 C-30.7 C -3x7. 7 0 C -2.5x4.3 1 C-2.5x6(S) I, 1. ,L ,l• 14-00-00 12-00-00 14-00-QO y 34-00-00 6-00-00 'I Scale: 1/8" 40-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -2269 B 1= 2004 W 1= -327 W 5- 144 T 2= -2241 B 2= 1551 W 2= 625 W 6= 29 T 3- -1550 B 3- 1040 W 3- -563 W 7- -2135 T 4= -1234 B 4= 1095 W 4= 777 W B= -657 T 5- 503 8 5- -449 T 6= 504 CANT @ 33'-10.3" LEFT = 1292 RIGHT = 2236 BEARING AREA REQUIRED (SQ. IN) JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678" MAX TL DEFL - -.164" @ 9 L/180 a 2.237" MAX LL DEFL = -.016" @ 7 L/240 = .615" MAX TL DEFL = -.036" @ 7 L/180 - .819" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL OEFL - .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read ag General Not- and Warnings before construction of busses. 1. Design to support loads as shown. Design conforms to UBC -97 AnVer' 1 .09 (3L) ' 2. Builder and erectlon contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction aommencea. 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 1x3 compression web bracing must be trlrtelled where shown a. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation DATE' 5/27/2003 6. All lateral force resisting elements such as temporary and permanent bracing. is the responsibility n the n-cor osiv contractor. r. of s trusses 5. Design assumes trusses are to use In a non -corrosive rr081Va environment, ' mart be designed and provided by designer of complete structure. and are for "dry condition" of use. use. Computrus assumes no responsibility for such bracing. 8. Design assumes full bearing at all supporta shown. Shim or wedge if DES. BY: //� C/ 6. No load should ba applied to any component untg after °II bracing and necessary. ComplJTrus Inc. 7. Design assumes adequate drainage is provided. i fasteners are complete, and at no time should any loads greala than design 8. Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. lines Coincide with joint center lines. SED.: 123 6 93 0 9. Computrus has no control aver and assumes no responsibilityfor the p MANUFACTURWG . ENGINEERING . COMPUTER SYSTEMS 9. Digits indicate size of plate in Inches. fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Teas plate Institute In"Bracing Wood Trusses, 1418.91", a copy of which will be furnished by Computrus upon request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator 1181 indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1- 6 BOTTOM CHORDS: 2x 4 OF #16BTR 1- 5 WEBS: 2x 4 OF STAND i- 8 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, LION. 20 -00 - TRUSS SPAN 40' 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD 37.0 PSF TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT BC CONC LL+OL= 50.0 LBS @ 20' .0" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1- -2269 B 1- 2004 W 1- -327 W 5- 144 T 2= -2241 B 2= 1551 W 2= 626 W 6= 29 T 3- -1550 8 3- 1040 W 3- -563 W 7- -2135 T 4= -1234 B 4= 1095 W 4= 777 W B= -657 T 5= 503 B 5- -449 C -3x7.7 C -2.5x4.3 C-2.56 (S)2 T 6= 504 f4-00-00 12-00-00 14-00-90 'I y 34-00-00 6-00-00 CANT @ 33'-10.3" LEFT = 1292 RIGHT = 2236 BEARING AREA REQUIRED (SG. IN) JOINT 1 2.07 OF / 3.19 HF / 3.04 SPF JOINT 11 3.58 OF / 5.52 HF / 5.26 SPF MAX LL DEFL = -.064" @ 9 L/240 = 1.678' MAX TL DEFL - -.164" @ 9 L/180 - 2.237" MAX LL DEFL = -.016" @ 7 L/240 = Gi5" MAX TL DEFL - -.036" @ 7 L/180 - .819" MAX HORIZ. LL DEFL = .022" @11 MAX HORIZ. TL DEFL - .058" @11 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. 12 C-56 12 6.00 6e Q6.00 C=5x9 .j4 (S) C-50.4 (S) 5 (2) C -1.5x2.6 or equal at uprights. 1.75" C -1.5x3.4 C -1.5x3.4 ;�:;; + C -2.5x4.3 at diagonal inlets O m ou cif 47`'y• I ,frr fir;, E`:('. 313' o -30.7 C -3x7.7 C -2.5x6 (S) C -2.5x4.3 C-30.7 C -3x7.7 C -2.5x4.3 C-2.56 (S)2 n. INIr- �Q f4-00-00 12-00-00 14-00-90 'I y 34-00-00 6-00-00 40-00-00 Scale: 1/B" JOB M , DEA SWA SON #4 This desi n DreDared from COMDUter inout bv Rhino Erickson Buildino Com onents WARNINGS: General Notes, unless otherwise noted: 1. Read ail General Notes and warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at conforms to UBC -97 An Ver: i . 09 (3U -M warnings before construction commences. 3. 1x3 compression web bracing must he Installed where shown +. 2'.0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Instalation of truss is the responsibility of the respective contractor. DATE: 5/27/2003 4. All Iaseral force resisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, "dry A' must be designed and provided by designer of complete structure. Computrus a,-.- no responsibility for such bracing. 6. No load should be applied to any component until after eB braving and and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary- CompuTrus Inc. DES. BY: L,C�!/� loads than design 7. Design assumes adequate drainage is provided. fasteners are complete, and at no time should any greater loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center SEG.: 1236931 6. Computrus has no control over and assumes no responsibmty for the lines Coincide with joint Center lines. 9. Digits indicate size of plate in Inches. MANUFACTURING . ENGINEERMG . COMPUTEn SYSTEMS fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. Tilde design Is fumishad subject to the limitations on truss designs set forth by the Truss pose=flute In'Bndng wood Trusses, HIS -91%a copy o1 "C", see I. C.B.O. R.R. 4211. 11 . The Computrus Net Section Plate is indicated by the prefix 'CN', the which will be furnished by Computrus upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #1&BTR 1- 7 BOTTOM CHORDS: 2x 4 DF #1&BTR 1- 6 WEBS: 2x 4 DF STAND 1-10 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12"OC, UON. 20-00-00 12 6.00 L,- C -5x6 6.9" TRUSS SPAN 40'- 00" LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( i6.0)+OL( 14.0) ON TOP CHORD 30.0 PSF OL ON BOTTOM CHORD =. 7.0 PSF TOTAL LOAD 37.0 PSF TC UNIF LL+OL= 74.0 PLF 27' .0" TO 34' .0" VERT BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Loads as given 20-00-00 12 Q 6.00 M 0 I b 0 -JAJ.y 3.00 12 L-3.OX/./ 3.0012 D M o C -2.5x6 0 UBC 97/TPI SINGLE MEMBER FORCES 4WRGO General Notes, unless otherwise noted: T 1- -4212 8 1- 3825 W 1- -137 W 6= 1832 T 2= -4042 B 2= 3454 W 2= 377 W 7= -118 T 3- -3401 8 3- 2779 W 3- -410 W B= 195 T 4= -2630 -B 4= 1564 W 4= 615 W 9= -2576 T 5- -1622 B 5- 1426 W 5- -592 1410= -662 T 6= 515 B 6= -461 T 7- 517 CANT @ 33'- 8.5" LEFT 1262 RIGHT = 2216 BEARING AREA REOUIREO (SO. IN) JOINT. 1 2.02 OF / 3.12 HF / 2.97 SPF JOINT 13 3.55 OF / 5.47 HF / 5.21 SPF MAX LL DEFL - -.207" @10 L/240 - 1.671" MAX TL OEFL = -.510" @10 L/180 = 2.228" MAX LL DEFL - .035" @ B L/240 - .629" MAX TL OEFL = .088" @ 8 L/180 = .839" MAX HORIZ. LL DEFL - .139" @13 MAX HORIZ. TL DEFL - .347" @13 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. 6-00-00 17-00-00 16-08-08 6-03-08" 40-00-00 DEAN SWANSON #5 s des' n e ared from corn uter in ut b Rhino Erickson Buildin Com onents WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 2. guild" end election contractor should be advised of ail General Notes end 1. Design to support loads as shown. Des1gn conforms to UBC -97 AnVer'1.09(3L) 2. Design assumes the top and bottom chords to be laterally braced at'Warnings before Construction Commences. 2'-0 o.c. and at 12'-0" o.c. respectively. rE234-00-00 3. 1x3 compression web bracing must be Installed where shown .. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibilit of the respective contractor. 7/2003 4. Ali lateral force resisting elements such ea temporary end permanent bracing, 5. Design assumes trusses are to ba use in anon -corrosive environment, must be designee end provided by eulgn" of oo t"e structu.e. lap and are for "dry condition' of use. Computrus assumes no ruponsibmlly for such bracing. 5. No load should be applied to any Component until after ail bracing and 6.Design assumes full bearing at all supports shown. Shim or wedge ifCompuTruS Inc. necessary.fastenm er co are eompiete, end nt no time should any loads great" then design 7.Design assumes adequate drainage is provided. care loads to any component. B. Plates shall be located on both faces of truss, and placed so their center 6 93 2 6. Computrus has no Control over and assumes no rasponsibmty for the IIneS COlnClde Wlth JOlnt Center Imes. MANVFACTUPWe .ENOWEEPWe. COMPUTER 61'9TEM8 9. Digits indicate size of plate in inches. • fabrication, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on Was designs set forth by the Truss Nets Institute In -Bracing Wood Trusses, HIB -91-, a Copy of w 1kh will be furnished by Computrus won request. "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated b the prefix 'CN", the designator (18) indicates 10 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #1&BTR 1- 4 BOTTOM CHORDS: 2x 4 OF #1&BTR 1- 3 WEBS: 2x 4 DF STAND 1- 4 TC LATERAL SUPPORT <- 12"OC, LION. BC LATERAL SUPPORT <= 12.00, LION. 0 TRUSS SPAN 24'- .00" LOAD DURATION INCREASE - 1.25 SPACED 24.0' D.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD - 37.0 PSF BOTTOM CHORD CHECKED FOR SOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. 12-00-00 .12-00-00 r; nn 1 1i C-44.3 - 12 IR 110 C-56. i (S) Scale: 1/4" 24-00-00 IL UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1- -1373 B 1- 1213 W 1- -289 T 2= -1202 8 2= 833 W 2= 439 T 3- -1202 8 3= 1213 W 3- 439 T 4= -1373 W 4= -2B9 LEFT = Bea RIGHT = 888 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.035" @ 7 L/240 = 1.171" MAX TL DEFL - -.081" @ 7 L/180 - 1.561" MAX HORIZ. LL DEFL .014" @ 5 MAX HORIZ. TL DEFL = .032" @ 5 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (2SpSFl TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Reed oil General Net- and waning, baro,. coristructle. of trusses. 1. Design to support loads as shown. Design conforms t0 UBC -97 AnVer' 1.09 (3L) 2. Guilder end ereetlon contractor sh.Wd be advised of all General Nota; end 2. Design assumes the top and bottom chords to be laterally braced et Warnings before mrs1ructlon comm no 3. 1x3 compression web bracing must be Installed where shown +. 2'-0 o.c. and at 12'-0" o.c. respectively. , 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss Is the responsibility of the respective contractor. l DATE: 5/27/2003 4. All lateral force resisting elements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in anon -corrosive environment, "dry must be d-Igned and provided by designer of complete structure. Computrus assumes no responsibility for such bracing. and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if COm uT`"ufj' Inc. necessary. lJ DES . BY: 6. No load should be applied to any component until after all bracing and 7. Design assumes adequate drainage is provided. fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center SEG.: 1236933 S. Computrus has no Control over end assumes no responsibilityIOr Ihn P lines coincide with joint center lines. MANUFACTURING . ENGNEERING . COMPUTER GYGTEMa 9. Digits indicate size of plate in inches. fabrication, handling, shipment and Installation of Components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject m the limitations on truss designs set forte by the Truss Plata Institute Irt'Gnacing Wood Trusses. H®•91', a copy of which will be furnished by Camputrus upon request. "C', see I.C.B.O. R.R. 4211. 1 1. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS TRUSS SPAN 24'- 00" LOAD DURATION INCREASE - 1.25 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. TOP CHORDS: 2x 4 DF ' #16BTR 1- 4 LOADING BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHDRO - 30.0 PSF 2x 4 OF #16BTR 1- 3 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD - 37.0 PSF 2x 4 OF STAND 1- 4 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP TC LATERAL SUPPORT <- 12"OC, LION. AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. BC LATERAL SUPPORT <= 12"OC, LION. NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25p5fl TO TOP CHORD CONCURRENT WITH DEAD LOADS. 12-00-00 12-00-00 C-44.3 12 c n", � Ih f10 C-56. i (S) UBC 97/TPI SINGLE MEMBER FORCES 4WRGD T 1- -1373 B 1- 1213 W 1- -289 T 2= -1202 B 2= 833 W 2= 439 T 3- -1202 B 3- 1213 W 3m 439 T 4= -1373 W 4= -289 LEFT = 888 RIGHT = Bee BEARING AREA REOUIREO (S0. IN) JOINT 1 1.42 OF / 2.19 HF / 2.09 SPF JOINT 5 1.42 OF / 2.19 HF / 2.09 SPF MAX LL DEFL = -.035" @ 7 L/240 = 1.171" MAX TL DEFL - -.081" @ 7 L/180 - 1.561" MAX HORIZ. LL DEFL - 014" @ 5 MAX HORIZ. TL DEFL = .032" @ 5 Truss designed for 4x2 outlookers 2x4 let -ins of the same size and grade of structural top chord. Insure tight fit at each end of let -in. Connect with C -2.5x4.3 at eachend and C -1.5x2.6 at center of board (LION). Refer to Seq No 056943 for plate placemnt detail. ;x2.6 or equal at uprights. I 24-00-00 � Scale: 1/4" ro 0 0 WARNINGS: General Notes, unless otherwise noted: 1. Read an General Notes and Warnings before eonstruetion of trusses. 1. Design to support loads as shown. Design conforms to UBC -97 AnVer- 1 .09 (3L) -M ' 2. Builder and erection rnMraetor should be advised of an General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 1x3 compression web bracing must be tnrianed where shown +. 2'-0 S.C. and at 12'-0" S.C. respectively. 3. 2x4 Impact bridging or lateral bracing required where showncompression4. Installation of truss Is the responsibility of the respective contractor. DATE: 5/27/2003 a. An lateral force resisting dements such as temporary and permanent bracing, 5. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure. and are for "dry Condition' of use. �/ Computrus assumes no responsibility for such bracing. 6. No toed should be applied to any component until after an bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. ncssaassumes DES. BY: rG.� 1 time any loads than designDesign9 7, adequate drainage is provided. P fastenera are complete, and at no should greater 8. Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. lines Coincide with joint tenter lines. MANUFACTURING ENOINEERNG COMPUTER SYSTEMS SEG.: 1236934 S. Computrus hes no control over and enumes no responsibility for the p p y . . 9. Digits indicate size of plate in Inches. fabdcrilon, handling, shipment and Installation of componenis. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 7. This design Is furnished subject to the limitations on truss designs set forth by the Truss plate utltute tn'Brecing Wood Trusses, "18.91', • copy of b whIc will be furnished by Computrus upon request. h "C", see I.C.6.0. R.R. 4211. 11. The Computms Net Section Plate is Indicated b the prefix "CN", the designator 118) indicates 18 ga. material is use . All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1, 2 BOTTOM CHORDS: 2x 4 ' OF #16BTR 1, 2 - WEBS: 2x 4 OF STAND i TC LATERAL SUPPORT <- 12"OC. UON. BC LATERAL SUPPORT <= 12"OC, UON. 2-06-00 2-06-00 12 12 12.00 C-44.3 12.00 4.0' L L 5-00-00 Scale: 3/9" M 0 to 0 TRUSS SPAN 5'- .00" LOAD DURATION INCREASE a 1.25 SPACED 24.0° O.C. LOADING LL( 16.0) +DL ( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -122 B 1= 79 W 1- 35 T 2= -122 B 2= 79 LEFT = 185 RIGHT = 185 BEARING AREA REQUIRED (SO. IN) JOINT 1 .30 OF / .46 HF / .44 SPF JOINT 3 .30 OF / .46 HIF / .44 SPF MAX LL DEFL = .000" @ 4 L/240 = .221" MAX TL DEFL - -.001" @ 4 L/180 = .294" MAX HORIZ. LL OEFL = .000" @ 3 MAX HORIZ. TL DEFL - .000" @ 3 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25psf) TO TOP CHORD CONCURRENT WITH DEAD LOADS. GLaG No. ?_7C' EXP. 3/3 SVG WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of tenses. 1. Design to support loads as shown. Design conforms to UBC -97 AnVer• 1 .09 (3L) 2. Design bottom ' 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be Installed where shown +. assumes the top and chords to be laterally braced at 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridginq or lateral bracing required where shown + + 4. AR lateral force resisting dements such as temporary and permanent bracing, 4. Installation of truss is the responslbility of the respective contractor. DATE: 5/27/2003 5. Design assumes trusses are to be used in a non -corrosive environment, "dry DES. BY: �� must be designed and provided by designer of complete structure. Computrus assumes no responsibility for such bracing. S. No load should be applied to any component unto after as bracing and and are for condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. ❑ uTrus Inc. lartenen are complete, and at no time should any loads greats than design //*'�LORI 7• Design assumes adequate drainage is provided. r 8. Plates shall be located on both faces of truss, and placed so their center SEQ. : 1236935 loads be applied to any component. 0. Compulms, has no control over and assumes no responsibility for the lines Coincide With Joint Center lines. MANUFACTURING. ENOWEERING . COMPUTER SYSTEMS 9. Digits indicate size of plate in inches. fabrication. handling, shipment and installation of components. 10. For basic design values of the Computrus Plate, indicated by the prefix 7. Tits design Is furnished subject to the nmhations on truss designs set forth by the Truss Plate msthut. m"Brocing Wood Trusses, HM -91', a copy of which will be furnished by Computrus upon request. "C", see I.C.B-O. R.R. 4211. 11. The Computrus Net Section Plate Is Indicated by the prefix "CN", the designator (18) Indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #16BTR 1, 2 BOTTOM CHORDS: 2x 4 OF #16BTR . 1, 2 WEBS: 2x 4 OF STAND 1 TC LATERAL SUPPORT <= 12"OC, JON. BC LATERAL SUPPORT <= 12"OC, LION. 2-06-00 2-06-00 12 12 12.00 I/ C-44,3 12.00 5-00-00 Scale: 3/8" TRUSS SPAN 5'- .00" LOAD DURATION INCREASE = 1.25 SPACED 24.0' D.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF DL ON BOTTOM CHORD = 7-0 PSF TOTAL LOAD = 37.0 PSF BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY. Truss designed for 4x2 outlookers 2x let - Ins o6 the same size and grade of structural top chord. Insure tight fit at each end of letan. Connect with C -2.5x4.3 at each end and C-1. 5X2.6 at center of board (Uon).REFER to seq.no.056943 for plate placement detail. (2) C -1.5x2.6 or equal at uprights. UBC 97/TPI SINGLE MEMBER FORCES 4WRGO T 1- -122 B 1- 79 W 1= 35 T 2= -122 B 2= 79 LEFT = 185 RIGHT = 185 BEARING AREA REQUIRED (SO. IN) JOINT 1 .30 OF / .46 HF / .44.SPF JOINT 3 .30 OF / .46 HF / .44 SPF MAX LL DEFL = 000" @ 4 L/240 = .221' MAX TL DEFL = -.001" @ 4 L/180 = .294" MAX HORIZ. LL DEFL = .000" @ 3 MAX HORIZ. TL DEFL - .000" @ 3 NOTE: DESIGN CHECKED FOR A 75 MPH WIND LOAD AT EXPOSURE 'C' (25p5f) TO TOP CHORD CONCURRENT WITH DEAD LOADS. WARNINGS: General Notes, unless otherwise noted: 1. Read ell General Notes and Wamingabefore construction oftrusses. 1. Design to support loads as shown. DE!Slgn conforms to UBC -97 An Ver'' 1.09(3L) -M 2. Builder and erection contractor should be advised of as General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 2'-0 O.C. and at 12'-0" o.c. respectively. 3. 10 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. DATE: 5/27/2003 a. An latest farce resisting elements such as temporary and permanent bracing, S. Design assumes trusses are to be used in a non -corrosive environment, must be designed and provided by designer of complete structure, and are for "dry condition' of use. DES. BY: Computrus assumes no responsibility for such bracing. 6. No load should be applied to any component until after as bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. CompuTrus Inc. fasteners are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. loads be applied to any component. B. Plates shall be located on both faces of truss, and placed so their center SED .' • 1. 3 6 6. Computrus hes no control over and assumes no responsibility for the lines coincide with joint center lines. 9. Digits indicate size of plate inches. MANUFACTURING . ENGINEERING .COMPUTER SYSTEMS febdeatlon, handling, shipment and Installation of components. 10. For basic design values of the Computrus Plate, indicated by the 7. This design Is banished subject to the limitations on truss designs set forth prefix "C", see I.C.B.O. R.R. 4211. by the Trust Plate Institute In -Bracing Wood Trusses, HB -a1', a copy of 1 1. The Computrus Net Section Plate is Indicated by the prefix "CN", the wNdt wm be hmdshed by Computrus upon request. designator (18) indicates 18 ga. material is used. 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