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HomeMy WebLinkAbout006-670-005BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 4610 TOKAY RANCH RD Owner: Permit No: B07-1911 APN: 006-670-005 HARDER FAMILY TRUST, Issued Date: 10/24/2007 By KEJ Permit type: MISCELLANEOUS 4610 TOKAY RANCH RD Subtype: Private Garage/Shop CHICO, CA 95973 Expiration Date: 10/23/2008 Description: STORAGE BUILDING FOR CARS,' (530) 342-4559 Occupancy: Zoning: A20 Contractor Applicant: Square Footage: MAC -CO METAL BUILDING HARDER FAMILY TRUST, Building Garage Remdl/Addn 6183 MEISTER WAY 4610 TOKAY RANCH RD 2,112 ANDERSON, CA 96007 CHICO, CA 95973 Other Porch/Patio Total (530)365-1403 (530)342-4559 2,112 FEE INFORMATION Ag Com Building Permit Clearan $32.50 DBEH Building Review Fee $75.70 6BF Garage -Wood Frame Plan Che $443.52 DBMSC Garage/Shop/Strge Wood F $665.29 DBSMIP Residential $5.07 Total Charged: $1,222,08 Fees Paid: $1,222.08 Balance Due: $0.00 Receipt No: B5098 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MAC -CO METAL BUILDING 808524 / B / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/24/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required byI I, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED p�J CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are, thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the State Fund 463-0000516 ExpDate: 10/01/2007 Policy olicy Number: . Contractor's License Law.). (This section nee not a competed if the permit is or ont— n5 iundr�llars ($100) or less.) ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS L./�J ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/24/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signet re Date prov' ions. X 10/24/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signature Date WARNING: FAILURE O SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and properly damage caused arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS 5100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the ert owns or am thonzed I, a on a property owner's behalf. CONSTRUCTION LENDING AGENCY �s - ar ey 10/24/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of ermittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) rc�f I X I Owner Contractor OR. Agent for Owner Agent for Contractor I�4 FILE COPY Lender's Address City State Zip \\\TTFBUTTE COUNTY o�0 DEPARTMENT OF DEVELOPMENT SERVICES ° lilt ° BUILDING PERMIT APPLICATION o _ o OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o o o «,. "= o A FEE WILL BE REQUIRED AT TIME OFAPPLICATION — Website; www.buttecounty.net/dds cOUN'�y **PLEASE PRINT CLEARLY** OWNER INFORMATION Lap,N n Efirst Name N GISLEY #%yND Mal gAddre oKA RAMGH QnAD city'1//H I Lo V W A WAY Stater— A zip�S 73 P Zip 6+o7 I Phont :� Ljo E - mail r- kr Pa t ARCHITECTIEWGWEER CONTRACTOR Name C'CC>E 1 t_ LJ> N� Address M9_157 -EZ W A WAY I 14 Dusay StateCA Zip 6+o7 I Phont :� Ljo Fax 6, E-mail Lic. # $ $ Sa Class ARCHITECTIEWGWEER Name If FF12Ey OR t -4N M\TGli,+5 L L_ Address p a T�^+S.r„ v, & ma C... Ciryr+RkO31 .SC VTy State Zit�ss / Phone,, 7,.,_b94 Fax E-mail Sta a 'ce Number SEE PIITAC4407P P�aE FOft IEN61MEL APPLICANT INFORMATION Name \�E_SLey H A ftep, Address 46107 -CW -61 O Q ROAD ,,61 City x I C� State C A Zipq 5 7 73 // Phone(,,_3�{0� �s� Fax �3�01 g –8 2 E-mails ho jell 0Mtt Aet APPLICANT SIGNATURE X PERMIT NO. • ��(b 7,r-11 BIN # PROJECT LOCATION AP# Oc)_ p - 0057 PropertyA �retso 0 K AY FAN ROAD city C 14 1(.)) CA 199 3 WORKER'S COMPENSATION Policy Number 4f - DDOOS b Carrier Si A PFjgU-roV A I W RA I WX ku Nb If hiring anyone other than license contractors,'a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: I X DST # TRos s s Bu I LD0 N4. WITH .9LAt3 Sq FT- Living Nt Gara 11� 0 en Co ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use o Zoning Flood Zone SRA I Yes I No Occ. Type Const. FA ^ RGHIT- GTIENGINEER Name Address 9140 180� IU ss RY,.R S� ►�� l ` � City State Zip �92. MENTQ Phone Fax 0I 36 - 7C�I ! 0 Ito E-mail State License Number C SR l O BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1911 Job Address: 4610 TOKAY RANCH RD Contractor: MAC -CO METAL BUILDING 6183 MEISTER WAY ANDERSON, CA 96007 Printed: 9/10/2007 10:23 am Fee Description Account Number' Fee Amount Paid Date Pmt Amt Ag Com Building Permit Clearan DBEH Building Review Fee 00104600014612200-1010 $32.50 9/10/2007 $32.50 DBMSC Garage/Shop/Strge Wood F 0021-540013-4614901-1010 $75.70 9/10/2007 $75.70 DBF Garage -Wood Frame Plan Che 0010440001-4210500-1010 $665.29 DBSMIP Residential 0010-440001-4210500-1010 $443.52 9/10/2007 $443.52 1001-0-280-1011298 $5.07 Printed By: Gwyn Benedict 19222.08 $551.72 Balance Due: $670.36 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: ZDate: 9/10/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 0 0 '°�'$t.c wow National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-1911 Date: 9/10/2007 Location: 4610 TOKAY RANCH RD By: GLB Parcel Number: 006-670-005 Sub Type: Private Garage/Shop Owner, Name: HARDER FAMILY TRUST, Phone: (530) 342-4559 Description: STORAGE BUMDING FOR CARS, TRAVEL TRAILER ETC By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 0" " Title: acr� FILE Date: 9/10/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1911 Location: 4610 TOKAY RANCH RD Parcel Number: 006-670-005 Owner Name: HARDER FAMILY TRUST, Description: STORAGE BUILDING FOR CARS, TRAVEL TRAILER ETC Date: 9/10/2007 Phone: (530) 342-4559 Signature of Property Owner: Date: 9/10/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-1911 /Date10/2007 Location: 4610 TOKAY RANCH RD LB Parcel Number: 006-670-005 rivate Garage/Shop Owner Name: HARDER FAMILY TRUST, 30) 342-4559 Description: STORAGE BUILDING FOR CARS, TRAVEL TRAILER The above permit application has the following Clearances required prior to pe it issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit appl' ation. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville C 5965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533 000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (53 895-4711 895-4711 ❑ ❑ Chico Area Recreation District, 545 Vallombrosa Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Mi ay, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 S y, Paradise CA 95969 - (530) 872-6393 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Biggs Unified School District, 300 Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1 3 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School Distr' t, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 42 agnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Distri , 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary hool District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union Hig , 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unifie chool District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded co y of Agricultural Acknowledgment Statement- See Attached Instructions City of Bi s Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Signature of Property Owner: FILE Date: 9/10/2007 44' 20' 12' 12' s/b 12'X 14' yb 3'X6'8" s/b FRAMED WALK IN DOOR 5 (MIN) OPENING SHEAR s/b=STRONGBACKS WALL ENGINEERED TRUSS ENGINEERED MONO -TRUSS 15-5" SPAN 24'4" SPAN 9 II II II II u II II II 2 X 6 S.S. DFL ,,11 II II PURLINS u 24" O.C. II T-GIRTS AT MIDPOINT 5" CO FLOOR 11 D3 7 12'X 14' 2 FRAMED 10 OPENING 5 s/b sto n 40" X 40" FRAMED OPENING 5' (MIN) PLAN VIEW . (14'TOTOP) SHEAR WITH 2X8 GIRTS WALL TOP AND BOTTOM AND ADDITIONAL PURLINS FOR FUTURE EXHAUST FAN. NOTES ® POST SIZE: 6X6 #2 DOUGLAS FIR PRESSURE TREAT D ❑ POST SIZE: 6X8 #1 DOUGLAS FIR PRESSURE TREA ED O POST SIZE: 06 HEM FIR PRESSURE TREATED R POST O FOOTING SIZE: 24" DIA. X 4b" DEPTH O ® FOOTING SIZE: 18" DIA. X 3'0" DEPTH ED FOOTING SIZE: 18" DIA. X2'0" DEPTH SNOW LOAD 20 PSF WIND LOAD 75 MPH (6 ACK MIX) LOW INSULATION & WAILS N EAVE LIGHTS SHEAR WALL _6 12 PLYWOOD 8 6d NAILS 4"0.C. TO BOTTOM OF TRUSS CHORD 4 w N z 0 w U - ;;05� vim'`\`` ��• DIAGN N : 'X 48"=651 3/8" MAC -CO METAL BUILDINGS 44'X49X19X10' AG BARN FOR WES & LYNDA HARDER 4610 TOKAY RANCH ROAD CHICO CA 95973 530-342-0559 07062 0 20' 17 12' lT \ . 12' X 14' FRAMED 3'X6'8" sib 5 (MIN) OPENING ; WALK IN DOOR SHEAR sIb=STRONGBACKS WALL ENGINEERED TRUSS ENGINEERED MONO -TRUSS 19S' SPAN � 24'4' SPAN i a II II II II 2 X 6 S.S. DFL II II PURLINS u 24° o.c. II T-GIRTS AT MIDPOINT S CONCRETE FLOOR ! (6 SACK MDQ 11 ; LOW E DOLATION ROOF &WALLS 3 7 NO EAVE LIGHTS I 12' X 14' 2 FRAMED 10 i OPENING 5 slb slb (FRAME O ENING \SHEAR PLAN VIEW . WITH 2X8 GIRTS WALL TOP AND BOTTOM AND ADDITIONAL PURLINS FOR FUTURE EXHAUST FAN. NOTES ® POST SIZE: 6X6 82 DOUGLAS FIR PRESSURE TREATED ❑ POST SIZE: 6X8 #1 DOUGLAS FIR PRESSURE TREATED 90 POST SIZE: 4X6 HEM FIR PRESSURE TREATED DOOR POST D FOOTING SIZE: 24' DIA. X 4'0' DEPTH O ® FOOTING SIZE: 18° DIA X3'0" DEPTH O FOOTING SIZE: 18' DIA X 27 DEPTH SNOW LOAD 20 PSF WIND LOAD 75 MPH SHEAR WALL 12 PLYWOOD 8 6a NAILS 4ro.C. TO BOTTOM OF TRUSS CHORD 4 N DIAGNONAL: 44'X 48"=66 13/8° 5z1t8'FCEs- z 0 cc LL Ik* T 2-26-..09 RENEWAL DATE MAC -CO METAL BUILDINGS 44' X 48' X 15 X 10' AG BARN FOR WES & LYNDA HARDER - 4610 TOKAY RANCH ROAD CHICO CA 95973 530-3424559 0706 METAL BUILDINGS ENGINEERED POST FRAME BUILDINGS GARAGES ! SHOPS / R.V. STORAGE /` EQUIPMENT L STORAGE / BARNS October 9, 2007 Butte County Building Dept BUTTE COUNTY 7 County Center Dr Oroville Ca. 95966: OCT 16 2007 DEVELOPMENT Kristin Lee Wreden SERVICES Building Permit # BP07-1911 Harder Family Trust Storage building Plan Review Response - 1. The footing. location and sizes are located on page 1, of 21 detail 0 ❑ ® and the footing sizes are located on page 4 of 21. The ❑ footings are along the left side, interior and end walls.. The ®. footings are along the right side. The ❑ footing calculations are on -page 16 of 21; they are 24" x 4'.. The ® footing calculation is ,on page 17 of 21, and they -are 18" x.,3'. 2. The center post footings are calculated -on "page, 16 of 21. The 22' trib area, -1.2' bay -and 22.5# snow [roof load] were used to size the footings at 24" x 4% This " same calculation was used for all '❑ footings even though they are larger than necessary in other locations. The connection calculations are on pages 14 & 15. 3. All footing calculations are on.pages 16 &17. The metal siding and roofing is the shear material,- see the attached, diaphragm test. Shear loads go into footings through the posts.. The roof is connected to the top of the wall with 2 x6 girts and the bottom of the wall with 2- 2 x6 girts then sheathed with'29 ga.'Steel, #10 4 1/2" screws 9" o.c. at every girt. 4. The roof diaphragm is the same 29 ga.steel with•#10 -1 2" screws 9" o.c. See the attached diaphragm test. If you have any further questions please call me at 530-365.1403: Sincerely Alan Adkins R &A Resources, Inc: dba: Mac -Co Metal Buildings 6183 Meister Way; Anderson, CA 96007 Contractor's Lic. No. 808524 (530) 365-1403 Fax (530).365-6080 www. maccobuildings.com 10/09/2007 13:57 1 W HARDER Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95966 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION' BUILDING' PLANNING October 9, 2007 HARDER FAMILY TRUST, 4610 TOKAY RANCH RD CHICO, CA95973 Assessor Parcel Number: 006-670-005 Building Permit Number: B07-1911 PAGE 01 Description: STORAGE BUILDING FOR CARS, TRAVEL TRAILER, MOTORCYCLES. ETC Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below, Please respond in writing to each comment by let r or by completing and returning n Plan Review Response Form. A complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Specify footing locations, key locations to detail 1 on sheet 4 of 21 of �-alculations. The structural calculations identify two different size footings for different conditions (10 foot wall height and 16 foot wall height), though the detail specifies only the smaller dimensioned footings, 2. Clarify footing requirements for center posts supporting the truss connections in the middle of the roof, provide calculations and detailing. 3. Clarify any footing requirements below the shear walls. Clarify shear wall construction, including nailing and anchor bolt requirements, connection to roof diaphragm and foundation. Provide a complete load path from the roof to the foundation. Include shear transfer detailing. 4. Clarify roof diaphragm. Specify sheathing and 010 screw spacing. If you wish to discuss any of these comments, please call (530) 538-7541. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your.permit.) The counter staff will answer any questions concerning the .Data Sheet. Kristin Lee Wreden Building Plans Examiner kwrcden(@buttccountv,nct hL Fzom i c'S �APZPCR- (Vo I C9) m - N- Z7 ( FAX) �;®UNTY PEEP DEV,9-LOgMEN GjmvIcES 20' 17 17 12'X 14' I R FRAMEDsA) 3'X618" s/b S (MIN) OPENING I WALK IN DOOR SHEAR WALL s/b=STRONGBACKS i ENGINEERED TRUSS ENGINEERED MONO -TRUSS 19-5" SPAN I 24' 4" SPAN — 9 II II II II i 2 X 6 S.S. DFL U I I II P " LINS 24° O.C.o.c. II Jl R — T-GIRTS i AT MIDPOINT ' 5d CONCRETE FLOOR (6 SACK MDQ 11 I LOW E.INSULATION ROOF & WALLS 3 7 I NO EAVE LIGHTS i SHEAR WALL C i 12 PLYWOOD N 17 X 14' 8 6d NAILS 4"0.C. FRAMED 10 TO BOTTOM OF 2 OPENING TRUSS CHORD �� p y�T sib sib 5 r 40°x40° -� -25065 FRAMED OPENING S (MIN) 2-28-09 (14'TOTOP) SHEAR AT RENEWAL P WITH 2X8 GIM WALL , b P ,9 7 _ 1 / p TOP AND BOTTOM BUTTE COUNTY 0 F C;A��F . AND ADDITIONAL Q e p PURLINS IDMUST -FAN. BUILDING 11 G D I V I S I �'„�' ' N�. APPROVED NOTES DIAGNONAL: 44'X 48"=66 1 3J8" [®jF'OSTOZE 6X6i�2 DOITAS UG_FIR P.RESSURE9TREATED `❑ POST SIZE: 6X8 #1 DOUGLAS FIR PRESSURE TREATED, MAC -CO METAL BUILDINGS POSTiSIZE_ 4X6,HEM-FIR-PRESSUREiTREATED;D00R POST�i 44' X 48' X i6' X 10' AG BARN FOR O FOOTING SIZE: 24" DIA X 47 DEPTH e®TFOQTING SIZE::18°.DIA�X 3'0",DEPTFI) O WES & LYNa HARDER L�FOOTING.SIZE B'YDIA_zX 2'0'�DEP'TH)� 4610 TOKAY RANCH ROAD SNOW LOAD 20 PSF WIND LOAD 75 MPH CHICO CA 95973 530-342-4559 07062 fV „ u - N 17 X 14' 8 6d NAILS 4"0.C. FRAMED 10 TO BOTTOM OF 2 OPENING TRUSS CHORD �� p y�T sib sib 5 r 40°x40° -� -25065 FRAMED OPENING S (MIN) 2-28-09 (14'TOTOP) SHEAR AT RENEWAL P WITH 2X8 GIM WALL , b P ,9 7 _ 1 / p TOP AND BOTTOM BUTTE COUNTY 0 F C;A��F . AND ADDITIONAL Q e p PURLINS IDMUST -FAN. BUILDING 11 G D I V I S I �'„�' ' N�. APPROVED NOTES DIAGNONAL: 44'X 48"=66 1 3J8" [®jF'OSTOZE 6X6i�2 DOITAS UG_FIR P.RESSURE9TREATED `❑ POST SIZE: 6X8 #1 DOUGLAS FIR PRESSURE TREATED, MAC -CO METAL BUILDINGS POSTiSIZE_ 4X6,HEM-FIR-PRESSUREiTREATED;D00R POST�i 44' X 48' X i6' X 10' AG BARN FOR O FOOTING SIZE: 24" DIA X 47 DEPTH e®TFOQTING SIZE::18°.DIA�X 3'0",DEPTFI) O WES & LYNa HARDER L�FOOTING.SIZE B'YDIA_zX 2'0'�DEP'TH)� 4610 TOKAY RANCH ROAD SNOW LOAD 20 PSF WIND LOAD 75 MPH CHICO CA 95973 530-342-4559 07062 __.___ __..�.___....__. Y.,.�.�.-..�.�..v_a...e.......-.e..... - -,..w..--...�..........�.r.:s:.:..::c_.:ct:._...�e.,trt:a1.•.�esL:.:_:....f..:_.._ +'�=sZ �= _ �:...ex�x.. 12 COLORED STEEL ROOFING & SIDING to to bo FRAMED OPENING b LEFT END ELEVATION V. - ' SHEAR WALL 5' (MIM ., c FRAMED OPENING RIGHT END ELEVATION SHEAR WALL 5' (MIN C-25065 2-28-09 RENEWAL DATE OF� L: 07062 BOTTOM OF 2X6 P.T. SbRT BOARD IS SET AT LEVEL GRADE. 1x4 P.T. STARTER BOARD FOR WALL STEEL 2% GRADE 5' \ ALL AROUND THE BUILDING P.T. POST ROUGH SAWN CONCRETE SLAB FLOOR (optional) ofLvL— III=III=III=III=III=lel=1u �=1�I=1�I=1�I= III=1_N=1_I�II�IB=III � III=III=III= m=m=m=lu=lu=m -III=111— GRANULAR LEVELING ID=111��=III=III III=III= =1�I=m=1�l=ill=m =_Ijl= COURSE SII -11 III- USE MIN. 20-20d NAILS 0 0 0 IN POST TO CONCRETE V m 04 ❑ OR USE MIN. 2500 P.S.I. . CONCRETE 0 18":3- 18"— F-124" s",s" ❑24" FOOTING DETAIL RC"25065 �- 2-28'-u9 RENEWAL m o p of 29 GAUGE ROOFING & SIDING ATTACHED WR}i # 10 SCREW 1-12" LONG @ HIGH RIB 6-16d NAILS & 144' BOLT 2X8 S.S. DFL PURUN 7 O.C. MANUFACTURED TRUSS EACH SIDE OF POST - ENGINEERED BY MANUFACTURER 2X6 S.S. DFL CORBEL W 6-16d NAILS 1-1? CLR TYP. 4 P.T. POST MONO TRUSS CONNECTION 29 GAUGE ROOFING & SIDING 5-16d NAILS 5-164 NAILS ATTACHED WfTH # 10 SCREWS, 1-12" LONG @ HIGH RIB M WUFACMXED MDNO-TRUSS EACH SIDE OF POST - ENGINEERED BY WHEACTURER 2X6 S.S. DFL PURUN 2 O.C. O 2X6 S.S. DFL Copsa w w6d NABS 1-trr CLR &2 -YC BOLTS O MANUFACTURED ENGINEERED BY A'0$0- SIDE OF POST - 7 -25065 2 -2S -U9 RENEWAL DATE _off/. P.T. POST MONO TRUSS/ TRUSS CONNECTION \JI 2X6 S.S. DFL PURLIN 2'0.C. 29 GAUGE ROOFING & SIDING ATTACHED WITH # 10 SCREW 1-1Q" LONG @ HIGH RIB D.�ne -f 9 / / MANUFACTURED TRUSS TO OUTSIDE OF POST —// ENGNEERED BY MANUFACTURER 6-16d NAILS & 1-3/4" BOLT ZO S.S. DFL CORBEL W/ 8.16d NABS 1-1/7 CLR TYP. 6 P.T.MONO TRUSS END CONNECTION 29 GAUGE ROOFING & SIDING 5-16d SLS 5.164 NAILS TTACHED WITH # 10 SCREWS, 1-1& LONG @ HIGH RIB 2X6 S.S. DFL PURLIN 2' O.C. NANUFACiURW TRUSS Tq OUTSIDE OF POST- ENGINEERED OST ENGINEERED BY MANUF RER & 11- S.S. DFL " BOLTCORBEL Wl5-16d NAILS 1-1/2" CLR E ARC, 0�fi . IAnI _ cC�_ Li r MANUFACTURED MONO -TRUSS TO OUTSIDE OF POST -25065r' ENGINEERED BY MANUFACTURER 0 2.-28 ,ig N� REivE'dU,4L 2X8 S.S. DFL CORBEL W/ 10-16d NAILS 1 /I CLR. 2X10 S.S. DFL CORBEL W PfA NAILS 1-Vr CR TV. O • & 2 - 3/4" CARRIAGE BOLTS O� . t✓ AL�� MONO TR S/ P.T. POST TRUSS END CONNECTION - VA 0� f Of Page - 2X6 S.S. DFL PURLIN 2' O.C. 0 0 0 8-16d NAILS END TRUSS 2X6 S.S. DFL STRONGBACK z 5-16d NAILS INTERIOR TRUSS END P.T. POST STRONGBACK. DETAIL SIMPSON LU -26 HANGERS-TYP. 2X6 CONT. BLK. 5E0 c EACH END NAIL W/ 1 6dI N Q Cy LL o -25065 2-28-0 RENE L D c MANUF. TRUSSES /2X6 S.S. DFL 'ENGINEERED BY PURLIN MANUFACTURER 21 OIC PURLIN DETAIL ._..�_.. .�_ -... _. _..-...._-__._.._._�_._....�_..-..._.a_x.:.�.-.�.c.�--..r..rr:a•�.:.,-...n.ax...-.....i.:.:--_�-::._.l.:e.�_�.s::�x.:.r..sr......ham..x4+uawc.�utvur'i...�;:.•.�-•�_� Page 2X6 GII Header is Non -Structural. Provided for any applicat door hardware. 2X6 T -GIRT AT RIGHT ANGLE TO GIRTS 1@ MIDPOINT 2X12 DOOR HEADER NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" O/C K6 HEADER P.T. POST OVERHEAD / CURTAIN DOOR HEAD DETAIL 2X6 GIRT 2'0/C "T" GIRT DETAIL P.T. POST Sti AR IAiV C-25065 2-28-09 RENEWAL DATE Ri MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 DESIGN CRITERIA (PER UBC 1997 ROOF LOADS D.L. = 2.5 PSF L.L. _ 7-0 PSF T.L. = Zz•t PSF WIND LOAD PER U.B.C. DESIGN WIND SPEED = EXPOSURE c P = Ce Cq Qs I Ce = 1.1 3 Cq = J.2- QS= .zQS= ry-f P = ( SOILS ASSUME rSoo JOB NAME SIZE SHEET NO. to OF u CALCULATED BY A&- DATE CHECKED BY DATE '7S MPH ° - Zo FT. MATERIAL BASE VALUES PSF #2 DFL = Fb = 875 PSI SINGLE #1 DFL = Fb = 1000 PSI SINGLE S.S. DFL = Fb = 1450 PSI SINGLE PRESSURE TREATED POST ( SOLID SAWN) = Fb = #1 DOUG FIR 1200 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #2 DOUG FIR 700 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #1 HEM FIR 950 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #2 HEM FIR 525 PSI LOAD DURATION WIND = 1.6 (Fb ONLY) SNOW = 1. ,S. PSF C-25065 2 -?-5-09 REP �EVVAL DATE E = 1,600,000 PSI E = 1,300,000 PSI E = 1,300,000 PSI E = 1,100,000 PSI MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME _ N9-- _ SIZE SHEET NO. -- -- - --� OF L� ----- -- CALCULATED BY.._-- A-4 DATE CHECKED BY -- --- - - - --- --- DATE ---------- GIRT ANALYSIS 1210, BAY WIND LOAD = 19 G PSF LOADING PER FT. i.c. ) ( 2. ° ) = 34' 7. PLF ALLOWABLE BENDING ( ►y sv ) (1.3) ( �t ) ( 1.15) (1.6) _ MrS PSI Mom = ( 35.z ) ( ) 2 ( 12 ) _ 8 = SReq'd z 1 IN S = 2X6 FLAT = 2.06 IN S = 2X6 EDGE = 7.56 IN 3 - USE 2X6 st DFL 2'-0" ON CENTERS TRY FULL WALL SECTION ASSUME 1010 - LOAD 0 -LOAD / FT. ( �• ) Mom = ( 2IS,'L ) SReq'd = ( S ogoz,Z ) = _ LOADING ^' 12 NAILS 16d Nf 2X6 EAVE HEIGHT I� ) = 2'3S. Z PLF 8= 3s�� = 12•''`f IN 3 So8o3.2- V 43 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 PURLIN DESIGN ZO # SNOW LOAD LOAD = ( 22, f ) ( 7 , o ) = Fb=( 'NS° )(1.3) (1.15)( ,•�� Mom:( NS )( i Z ):( 12 ) =8= S Req'd USE z v& END RAFTER DESIGN S5 DFL l -" 'O/C SPAN LOADING Mom:( I( 11 1' 1 12 )=8= S Req'd = + [ USE # DFL JOB NAME . --h,-� -- - -SIZE-- SHEET N0. --- ---- ._...1 Z_OF —�--- --- ------ - ---- -. CALCULATED BYDATE f- Z ---f CHECKED BY --------_ .--- -----------DATE _._. _.._. _PSF SPACING I POST DESIGN r, TA oZ t�� �• o w L" SOLID POST Fb = #1 HF = ( 950) ( 1.6) = 1520 PSI SOLID POST Fb = #2 HF = ( 525) ( 1.6) = 840 PSI SOLID POST Fb = #1 DFL = ( 1200 )) ( 1.6 ) = 1920 PSI SOLID POST Fb = #2 DFL = ( 700) ( 1.6) = 1120 PSI WIND PRESSURE q'PSF BAY _ PLF 2491- 2y " ON CENTERS PSI 3.5'0 IN 3 S = 2X6:EDGE = 7.56 IN. 3 ••• °�- ( )l=I IN. 3 S = = IN. lkl).' 2-28-09 RENEWAL DATE - BAY - EAVE HEIGHT W=( It.6 ) ( �Z )= 235.'=- PLF M=( L3S,�) ( 14 )Z (-12)+8= §OSIC,f "# S Req'd = 1040 c + /sZo = q,7.o IN 3 FOR SOLID POST USE � vB # � H SAWN) - S= IN 3 DOUG FIR (ROU •'• ° "' FOR SOLID POST USE #_ HEM FIR ( ROUGH SAWN) - S= IN 3 MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 PURLIN DESIGN LOAD = Fb=( Mom= ( )( S Req'd = _ USE _# SNOW LOAD )(1.3) (1.15)( )'( 12 )18:— USE =8= END RAFTER DESIGN SPAN Mom=( ) S Req'd = DFL O/C V LOADING PSF SPACING 12 )18 USE # DFL POST DESIGN r2 S"'Lc s,*'F CSi i SOLID POST Fb = #1 HF = ( 950) ( 1.6) = 1520 PSI SOLID POST Fb = #2 HF = ( 525 ) ( 1.6) = 840 PSI SOLID POST Fb = #1 DFL = ( 1200 )) ( 1.6 ) = 1920 PSI SOLID POST Fb = #2 DFL = ( 700) ( 1.6) = 1120 PSI WIND PRESSURE 11. PSF 12 0' BAY, /0,01 EAVE HEIGHT W = ( i2..o ) ( lq-t ) = 7 w. 7— PLF M=( 211.7.) ( 10 )2 (12)+g= 35280 "# S Req'd = 35Zav 4. i i Lo = 31.,( IN 3 FOR SOLID POST USE 6 W' # ?,DOUG FIR ( ROUGH SAWN) - S= 36-o IN 3 FOR SOLID POST USE #_ HEM FIR ( ROUGH SAWN) - S= IN 3 JOB NAME _ LI rpt o.�+– _ _ SIZE Y �y8v►� o' SHEET N0. — ----_13 OF 2l .-- ----- CALCULATED BYDATE k CHECKED BY _ _ DATE BAY PLF ON CENTERS PSI S = 2X6 EDGE = 7.56 IN. 3 S= IN 3 _�_�__-._.�_ - --..._.-...-�.^�...._�.............,-�f.,.d:..nn...0 - -..�wv..<m..uti--...r.:.::.racaa•-• - __ _ "'�:.:C.i:600..5,^,..'-�G: :J.: t:;�f..:Lr: ..:s.-'." MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME SIZE yy SHEET NO. OF 21 CALCULATED BY A4 DATE CHECKED BY DATE POST TO TRUSS CONNECTION w i Ty ' ""' I"`s DESIGN FOR uN 0'^—SPAN, 2°� BAYS, 2-0 VALUE FOR 3/4" ( BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = ( 1130) ( 1.15) = 1299# PARALLEL TO GRAIN =_(2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122 ) ( 1.15 ) = 140 # LOAD = ( `4y 2 CONNECTORS 3/4" BOLT(S) AT TRUSS = # Z 3/4" BOLT(S) AT BLOCK = P16 # # SNOW LOAD -25065 2-28-D9 RENEWAL DATE - 431, ° /16d NAILS = 1,400 # J J NAIu 14 H.-.io gr"51 USE S NAILS IN TRUSS HEEL AND D NAILS IN BLOCK ON EACH SIDE OF POST ( 10 ) ( I- ) = 20 TYPICAL END TRUSS CONNECTION LOAD = P ( i ) ( ) ( 22.i ) = 2,&1 # Z 1 TOTAL 16d NAILS REQUIRED = = 140 = USE NAILS AT RAFTER TO POST = ( S' ) ( NJ ) USE 2 3/4" BOLT AT f3 Uoc - USE NAILS IN BLOCK NAILS # = l'ioo # TOTAL 3 3 at # F1o�o X,; j S & ALTERNATE END RAFTER CONNECTION LOAD = P ( 2 ° ) ( 12 ) ( 22. f ) = 2? oa # 2 TOTAL 16d NAILS REQUIRED = + 140 = – NAILS USE NAILS AT RAFTER TO POST Flo # USE 8 NAILS IN BLOCK = ( 8 ) # USS 1 314 goy -j flits ( 1 ) (t: w1) (•) � TOTAL 3251 # ;,,, I MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME h� .-� SIZE '14 SHEET NO. _ OF t1 CALCULATED BY AA DATE CHECKED BY DATE POST TO TRUSS CONNECTION w i r.1.°vT DESIGN FOR Z-0'6'- SPAN, '21J-. BAYS, # SNOW LOAD VALUE FOR 3/4" (� BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER PERPENDICULAR TO GRAIN = ( 1130) ( 1.15) = 1299# 0- PARALLEL TO GRAIN =.(2190) ( 1.15) = 2518# VALUE FOR 16d COMMON NAIL = ( 122) ( 1.15 ) = 140 # LOAD = ( ) ( �- ) ( 22.: ) = 2 �oJ # 2 CONNECTORS 3/4" BOLT(S) AT TRUSS= 1299 # 3/4" BOLT(S) AT BLOCK = # _ 16d NAILS # 4C -25065 2-28-09 RENEWAL DATE , 2979 USE NAILS IN TRUSS HEEL AND NAILS IN BLOCK ON EACH SIDE OF POST TYPICAL END TRUSS CONNECTION LOAD = P ( 2 ) ( 'Z ) ( 2z. t ) _ 130 # 2- L TOTAL 16d NAILS REQUIRED = . 140 = = NAILS USE ` NAILS AT RAFTER TO POST = ( ) ( pyo ) ( ► ) = 8 y° # USE I 3/4" BOLT AT ,1¢ jf = ( ) ( c v ) ( ) _ G. 10 ti # USE NAILS IN BLOCK = ( ) ( ) ( ) _ # TOTAL �a 8 y # ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION •''"' LOAD =P( )( )( )_ # 2 TOTAL 16d NAILS REQUIRED = + 140 = — NAILS USE NAILS AT RAFTER TO POST = ( ) ( ) ( ) _ # USE NAILS IN BLOCK = ( ) ( ) ( ) _. # TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 �i/i�'.e�:ar".c <...,..a'v�l��'•1�L•=.i...r,e...�..s+...+v.w..m.r��:�1'• �:�fwrr JOB NAME---�-Ii `-,z -- ---- --SIZE lu OF - 2A -- - - CALCWLATED- BY-----...-- --- _--DATE ._ 1-21-7 -- CHECKED BY — DATE _ FOOTING DESIGN 12''' BAY, 3'J'a'SPAN, EXPOSURE C MPH WIND SPEED, 2-f # SNO LOAD 'SO`> PSF SOIL, 1/2" MOVEMENT ALLOWED, CON ITIONS LOAD DURATION WIND 1.33 FOR BEARING ROOF LOAD = ( Ny ) ( 12, 2 J I Y., WALL LOAD = ( ) ( ) (2.5) = # TOTAL Syy� # ASSUME �`� DEPTH ALLOW BEARING y,a _ 1.0) (.20) + 05,00 PIER AREA REQ'D = ( Syy° ) = 2.y8 Zyao PIER DIAMETER REQ'D = 1.N8 = .785 CHECK FOR WIND =` 4q oo PSF SQ. FT. 1.17 = 2y DIA. X y '° DEPTH P 11.4 PSF M )2 : 8= X526 `/ W S=(2) ( Asn ) (1.33) = PSF 3--= DEPTH REQUIRED = ( 4.25) ( '7S_L&.q ) = 3.4Z = 34 li ( St 4 ) ( t•.o ) USE FOR DIAMETER X y �`' DEPTH . alt. . MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 FOOTING DESIGN Qb I o' Swt,;, r JOBNAME 4*eto v- SIZE y4v4dr�.'•' SHEET NO. 0 OF zl CALCULATED BY Ad DATE CHECKED BY DATE '2 b` BAY, lo'*- SPAN, EXPOSURE c 1i MPH WIND SPEED, # PSF SOIL, 1/2" MOVEMENT ALLOWED, LOAD DURATION WIND 1.33 FOR BEARING c ROOF LOAD= ( 2 ) ( 12Z7o0 v� ✓LOAD ITIONS WALL LOAD (2'.5) #b --, �-2 65 TOTAL 3°i'� # N 2-28-09 RENEWA I DATE ASSUME 3°" DEPTH O ALLOW BEARING ( ; ) ( la - 1.0) (.20) + S** 2000 PSF PIER AREA REQ'D = ( 3*00 ) = I' SQ. FT. PIER DIAMETER REQ'D = N3 = .785 CHECK FOR WIND I V DIA. X 3 u, DEPTH M l -J P = ( ""3 ) ( I.2 ) ( "y. f ) ( ).-> ) _ 'i -t- PSF M=( f1•" ) ( Iz ) ( 1-0 )2 + 8= 2diLto w S=(2) ( ,50 ) (1.33) = 311 PSF 3 DEPTH REQUIRED = _(4 .25) ( 2g yO ) = Z' T ( 34 q ) ( rS ) USE FOR 13 DIAMETER X 3 ° - DEPTH 0 15 10$ 48' ,ArA"s 2x6 DFIR CAVE GIRT W/ 2-20d EA END (TYPI 2x6 DFIR GIRTS W/ 2-20d 9 EA ENO (TYP) f • ■ • 29 go. 0.0110" GRADE E STEEL FASTENED W/ I I 1 1/2- CAD PLATED 110 SCREWS O 9- O.C. (TYP) f• � i I 44yv;v14'1o'. LATERAL ANALYSIS I METHOD I 1 EXPOSURE G 1 MPH WIND LOAD / LOAD DURATION FACTOR 1.37 WP ( 1''3 ) ( i'3 1 ( )q 5- _,j ) = 2i,3 PSF 2 l wL= CIL< 7 /�Z-A)- N334t' S14/ft 4IlI �Ir �z 1,7s — PLS IU t V ' .i l 7• l 1 0' 10 1 0 . p..1eu, (9.2f)�yi��21.2�z y_3�_ S►11F� �1�3N_ 40.2.. 4:YPLO- Lf 129 j uSS Cw, nD'c ew F-1 i SHEAR/FT. _ (4L zv = ( 1 fLF = 13 6,1' PLF 1.33 I'i1L NF34 nrsf USE !;'w 1 I I = ' $3 PLF .', D l?) ANC y 0-25055 �1�29 E 2-2.8-09 RENEWAL 9j DATE u _ u ,., SHEARIFT. ' ( 31 I 1 1.1� rLF = PLF USE III S3 PLF :. ow Job Nark 07040090 RI C_-CO 07040090 WC Quan Type Span P1 -H1 Left ON Right ON 4 HO 190900 3 0 0 r • IMI E #8X14= 19-9-0 ALL PLATES ARE MT2020, ✓t - pLATE SZLW21D XN PLATE MONITOR BngGreuleg NO S -l4 86siz= I x:308 8:1659 Scale: 0.321"= 1' Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 137.0 LBS B-H . 3422 C H -C . 4851 C 1- ENGINEERING IS VOID UNLESS B01TOK CHORDS TRUSS IS FABRICATED BYi Online Plus -- Version 20.0.025 A -F - 4706 T F -E . 4706 T SYSTEMS PLUS LUI�ER CO. RUN DATES 4-17-07 E -D - 4706 T CSI TOP 0.59 BTM 0.42 WBS 0.57 D -C - 4706 T WEBB SIZE LUMBER FB F-0 a 386 T O -E . 1469 C 2X 6 DFL -SS 1950 E -B - 1041 T E -H . 1469 C 2X 6 DFL -88 1950 D -H . 386 T 2X 4 DFL -STAN 575 LATERAL BRACING# TOP CHORD - 42 IN. OC BTM CHORD - 120 IN. OC TRUSS SPACING - 72.0 IN. STANDARD LOADING MISER STRESS INCREASES 15.0% PLATE STRESS INCREASEc 15.0% LOADING LIVE DEAD (PSF) TOP CMM 20.0 5.0 BTM CRD 0.0 3.0 TOTAL 20.0 8.0 28.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 1659 3- 8 C 1659 3- 8 LOAD CASE 81 UBC LL CHECK LUIMER STRESS INCREASE# 15.0% PLATE STRESS INCREASES 15.0% LOADING LIVE DEAD (PSF) TOP CED 0.0 5.0 BTI[ CSD 10.0 3.0 TOTAL 10.0 8.0 18.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS 1'H -SX LBS IN -SX A 1066 3- 8. C 1066 3- 8 LEFT RIGHT HEEL OIN 3SX OIN - 3BX MEIm= FORCES (LBS) DL+LL DM . 0.290 IN G -B LL DEFL - 0.200 < BRG-SPAN/240 SPAN/DEFL (DL+LL) . 817 VALUE FOR GREEN D.F.L. PLATES - 20 GAIIGE MT20 GRIPPING 404-312 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION -1030- 840 PLI PER PAIR SHEAR 936- 490 PLI PER PAIR JT TYPE PLATE SIZE X Y IA 2001 6.00 X12.00 15.9 5.2 IS 3001R 6.00 X 8.00 CTR CTR IC 2001 6.00 X12.00 16.0 5.2 ID 1001 3.00 X10.00 CTR CTR 1E 1070 8.00 X14.00 CTR CPR IF 1001 3.00 X10.00 CTR CTR 10 1050 6.00 X 8.00 CTR CPR IN 1050 6.00 X 8.00 CTR CTR R - PLATE IS ROTATED BY 90 DEG 1 SELECTED VIA PLATE MONITOR NOTES I. TRUSSES MANUFACTURED BY - SYSTEMS PLUS ANDERSON,CA. 2. ANALYSIS CONFORM TO TPI (ANSI/TPI 1-1995). 3. DESIGN INCLUDES CHECK FOR 10 PSF NON -CONCURRENT LIVE LOAD ON BOTTOM CHORD: 4. TRUSS IS DESIGNED FOR NO CEILING LOAD. TOP CHORDS A -G . 4851 C G -B - 3422 C FABRICATOR 1=38s R, b -4DnIm PMA- O IM62W? vMsbn 20.O.OM r -l-, ' C . Fob 4t1/10V 1131:03 AM p8" 1 Apr 17, 2007 sos A&D HEEL PLTS. T BACK 5' 2-11-8 1 'A x:308 n:16s9 Quan Type Span P1 -H1 Left ON Right ON 4 HO 190900 3 0 0 r • IMI E #8X14= 19-9-0 ALL PLATES ARE MT2020, ✓t - pLATE SZLW21D XN PLATE MONITOR BngGreuleg NO S -l4 86siz= I x:308 8:1659 Scale: 0.321"= 1' Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 137.0 LBS B-H . 3422 C H -C . 4851 C 1- ENGINEERING IS VOID UNLESS B01TOK CHORDS TRUSS IS FABRICATED BYi Online Plus -- Version 20.0.025 A -F - 4706 T F -E . 4706 T SYSTEMS PLUS LUI�ER CO. RUN DATES 4-17-07 E -D - 4706 T CSI TOP 0.59 BTM 0.42 WBS 0.57 D -C - 4706 T WEBB SIZE LUMBER FB F-0 a 386 T O -E . 1469 C 2X 6 DFL -SS 1950 E -B - 1041 T E -H . 1469 C 2X 6 DFL -88 1950 D -H . 386 T 2X 4 DFL -STAN 575 LATERAL BRACING# TOP CHORD - 42 IN. OC BTM CHORD - 120 IN. OC TRUSS SPACING - 72.0 IN. STANDARD LOADING MISER STRESS INCREASES 15.0% PLATE STRESS INCREASEc 15.0% LOADING LIVE DEAD (PSF) TOP CMM 20.0 5.0 BTM CRD 0.0 3.0 TOTAL 20.0 8.0 28.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 1659 3- 8 C 1659 3- 8 LOAD CASE 81 UBC LL CHECK LUIMER STRESS INCREASE# 15.0% PLATE STRESS INCREASES 15.0% LOADING LIVE DEAD (PSF) TOP CED 0.0 5.0 BTI[ CSD 10.0 3.0 TOTAL 10.0 8.0 18.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS 1'H -SX LBS IN -SX A 1066 3- 8. C 1066 3- 8 LEFT RIGHT HEEL OIN 3SX OIN - 3BX MEIm= FORCES (LBS) DL+LL DM . 0.290 IN G -B LL DEFL - 0.200 < BRG-SPAN/240 SPAN/DEFL (DL+LL) . 817 VALUE FOR GREEN D.F.L. PLATES - 20 GAIIGE MT20 GRIPPING 404-312 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION -1030- 840 PLI PER PAIR SHEAR 936- 490 PLI PER PAIR JT TYPE PLATE SIZE X Y IA 2001 6.00 X12.00 15.9 5.2 IS 3001R 6.00 X 8.00 CTR CTR IC 2001 6.00 X12.00 16.0 5.2 ID 1001 3.00 X10.00 CTR CTR 1E 1070 8.00 X14.00 CTR CPR IF 1001 3.00 X10.00 CTR CTR 10 1050 6.00 X 8.00 CTR CPR IN 1050 6.00 X 8.00 CTR CTR R - PLATE IS ROTATED BY 90 DEG 1 SELECTED VIA PLATE MONITOR NOTES I. TRUSSES MANUFACTURED BY - SYSTEMS PLUS ANDERSON,CA. 2. ANALYSIS CONFORM TO TPI (ANSI/TPI 1-1995). 3. DESIGN INCLUDES CHECK FOR 10 PSF NON -CONCURRENT LIVE LOAD ON BOTTOM CHORD: 4. TRUSS IS DESIGNED FOR NO CEILING LOAD. TOP CHORDS A -G . 4851 C G -B - 3422 C FABRICATOR 1=38s R, b -4DnIm PMA- O IM62W? vMsbn 20.O.OM r -l-, ' C . Fob 4t1/10V 1131:03 AM p8" 1 Apr 17, 2007 g�van 4i p.ACd 54�� �jj b •. �' : �r J S `� f �. � r"yi - :v .L � +.. ...t Y �,,,,..i � 3" ,t'�Eti-. ti .3 :�_y .i s. W.J• i .t r'#ity �i t r r - , _ • .. ter, I. .'. . .'.. �..';M15 7,,,4:�1^-iSr.frt r1j�i� it Job wsx Quan Type Span Pl-H1 Left OR Right 'OH Bwglw" Rg` 07080126 RI 8 MONO 240400 3 0 0 1fAC-Cd 07080126 HPC os aw ac p ri 5x6= 5x10= Sx6- W:508 1:2044 24-4-0 ALL PLLTU AM 111'2020 C 6_e= x:508 8:2044 A 2044 5- 8 C 2044 5- 8 LOAD CASE •1 UBC LL CHECK LUI®ER STRESS IITCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CED 0.0 5.0 BTU CHD 10.0 3.0 TOTAL 10.0 8.0 18.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IU -SZ -LBS xN-8x A 1314 5- 8 C- 1314 5- 8 LEFT RIGHT JT TYPE PLATE SIZE E Y A 2001 5.00 x10.00 15.6 5.2 B 4200 3.00 x S.00 CTR CTR C 4010 6.00 x 8.00 CTR CTR D 1010 5.00 x 6.00 CTR CTR E 1010 5.00 x 6.00 CTR CTR F 1001 3.00 x,5.00 CTR CTR 0 1010 S-00 x 6.00 CTR CTR H 1010 5.00 Z 6.00 CTR CTR 81 1100 5.00'x10.00 CTR- 0.2 82 1100 5.00 x10.00 CPR 0.2 NOTES . 1. TRUS8E8 MANUFAClURm BY - . SYSTEMS PLUS ANDERSCN,CA.. R1... E 9 1 - . kw -V Ww Plea" 0 ISR& I VaMm 2MON r- 9' .xrp - Por aR a2erjW ]:OM Ptt pao 1 Scale: 0.261• = V Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: Online Plus -- Version 21.0.059 HEEL OIN - 3Sx 217.9 LBS RUN DATEt 8-28-07 2. ANALYSIS CONFORMS TO TPI (ANSI/TPI 1-1995). NXIMER FORCES (LBS) 3. DESIGN INCLUDES CHECK FOR CSI SIZE LDl03ER TOP CHORDS 10 PSF NON -CONCURRENT TOP 0.74 2x 6 DFL -88 A -F - 5849 C F -G - 5057 C LIVE LOAD ON BOTTOM CHORD. BTI[ 0.71 2x 6 DFL -SS G-81 - 2624 C S1 -H'- 2624 C 4. END VERTICAL(S) NOT WBS 1.00 2x 4 DFL -STAN H -B - 0 T EXCEPTIONS: BOTTOM CHORDS DESIGNED FOR WIND ExPOSURE. H -C 2x 8 DFL -SS A-E - 5675 T E -S2 - 3859 T S. TRUSS IS DESIGNED FOR C -B 108E 708 SSA 82-D - 3859 T D -C - 2032 T 6. NO CEILING LOAD. PREVENT TRUSS ROTATION AT LATERAL BRACING: WEBS F -E - 1084 C E -G - 1388 T ALL BEARING LOCATI TOP CHORD - 35 IN. OC G -D - 1742 C D -H - 1382 T FABRICATOR 1. NOTES: BTI[ CHORD - 120 IN. OC H -C - 2534 C C -B - 459 C ENGINEERING IS VOID 88 TRUSS SPACING - 72.0 IN. TRUSS IS FABRICATED BY: • SYSTEMS PLUS LUMB CO. DL+LL DEFL - 0.330 AT E ra STANDARD LOADING MISER STRESS LL DEFL - 0.240 < BRG-SPAN/240 RC'� y/� INCREASE: 15.0% SPAN/DEFL (DL+LL) - 890 PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) VALUE FOR GREEN D.F.L.�� TOP CED 20.0 5.0 PLATES - 20 GAUGE MT20 4S, BTU CHD 0.0 3.0 GRIPPING 404-312 PSI PER PAIR Lam f TOTAL 20.0 8.0 28.0 INCLUDES 15.0$ INCREASE lJ ^�CfE?J r' SUPPORT CRITERIA TENSION 1030- 840 PLI PER PAIR JT JT WIDTHDTH SHEAR 936- 490 PLI PER PAIR n t3 ,.cu9 ( R N LBS IN -SX LBS IN -SX SAL Q A 2044 5- 8 C 2044 5- 8 LOAD CASE •1 UBC LL CHECK LUI®ER STRESS IITCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CED 0.0 5.0 BTU CHD 10.0 3.0 TOTAL 10.0 8.0 18.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IU -SZ -LBS xN-8x A 1314 5- 8 C- 1314 5- 8 LEFT RIGHT JT TYPE PLATE SIZE E Y A 2001 5.00 x10.00 15.6 5.2 B 4200 3.00 x S.00 CTR CTR C 4010 6.00 x 8.00 CTR CTR D 1010 5.00 x 6.00 CTR CTR E 1010 5.00 x 6.00 CTR CTR F 1001 3.00 x,5.00 CTR CTR 0 1010 S-00 x 6.00 CTR CTR H 1010 5.00 Z 6.00 CTR CTR 81 1100 5.00'x10.00 CTR- 0.2 82 1100 5.00 x10.00 CPR 0.2 NOTES . 1. TRUS8E8 MANUFAClURm BY - . SYSTEMS PLUS ANDERSCN,CA.. R1... E 9 1 - . kw -V Ww Plea" 0 ISR& I VaMm 2MON r- 9' .xrp - Por aR a2erjW ]:OM Ptt pao 1 A Report To The National Frame Builders Association Load Testing Wood Framed, Steel Panel Roof and End Wall Diaphragms Project: EASX-96-0255 Report: 05-106-1975 October 18, 1996 C3A Braun Intertec Corporation 1 American Society for Testing and Materials Kathy Hooper 100 Barr Harbor Dr. ` West Conshohocken, PA 19428 1. Fax: (610) 832-9536 Phone: (610) 832-9500 t' i. i i. is I' r� Table of Contents Executive Summary . ........... ............. .. . . . .............. v Section 1: Results ...... . ` 1.1 Ultimate Load Test Values ................................ 3 1.2 Set Deflections After Removal of Loads ........................ 5 1.3 Roof Diaphragm Load -Deflection Graphs ....................... 6 1.4 End Wall Load -Deflection Graphs ........................... 9 Section 2: Characterization of Test Diaphragms... 13 .............. 2.1 Identification of Test Specimens ............................. 13 2.2 Description of Test Specimen Assembly ........ . . .............. 16 Appendix A.1 Structural Design Drawings ..... .............. . . . .............. 19 A.2 Steel Panel Physical Properties .. .............. . . . . ........ ..... . 31 A.3 Photographs of Test Assembly .................................. 33 A.4 Symbols and Calculations ....36 .......................:......... A.5 Calibration Records ......................................... 40 . A.6 American Society for Testing and Materials (ASTM) Address . . ............ . 49 List of Tables Table 1: 2.5 Factor of Safety Shear Strength Results ....................... vi Table 2: Endwall Test Diaphragm Specifications ......... ....... . ..... .... 1 Table 3: Roof Diaphragm Test Specifications ................ ... 2 fTable 4: Ultimate Load Test Values for End Wall Diaphragms ............. .... 3 ` Table 5: Ultimate Load Test Values for Roof Diaphragms .................... 4 Table 6: Total Set Deflection after Removal of Loads .................... 5 r .. Table 7: Variations Among Test Diaphragms ....... .. .... ......... 13 Table 8: Framing Lumber Dimensions and Spacing .. ... .. ....... ... .... ... 16 List of Figures Figure I: Extended Panel, Recessed Purlin Roof Diaphragm Load -Deflection Results.............................................. 7 Figure 2: Standard Panel, Recessed Purlin Roof Diaphragm Load -Defection Results .... 7 Figure 3: Extended Panel, Stacked Purlin Roof Diaphragm Load -Defection Results .... 8 Figure 4: Standard Panel, Stacked Purlin Roof Diaphragm Load -Deflection Results .... 8 Figure 5: Extended Panel, Commercial Girt, 12' x 20' End Wall Load -Deflection Results.............................................. 10 Figure 6: Extended Panel, Flat Girt, 12' x 20' End Wall Diaphragm Load -Defection Results.............................................. 10 Figure 7: Extended Panel, Flat Girt, 12' x 12' End Wall Load -Deflection Results . .... 11 Figure 8: Extended Panel, Commercial Girt, 12' x 12' End Wall Load -Deflection Results.............................................. 11 Figure 9: Standard Panel, Flat Girt, 12' x 12' End Wall Load -Deflection Results ..... 12 Figure 10: Extended Panel, Flat Girt, 12' x 12', Three Screws at Laps End Wall Load -Deflection Results .................................... 12 Figure 11: Standard Steel Panel Profile .................... .. .... 13 Figure 12: Extended Leg Steel Panel Profile .......................... 14 Figure 13: Screw Pattern for Standard Steel Profiles ....... . ... .. . ......... 14 Figure 14: Screw Pattern for Extended Leg Steel Profiles ..... .. . . . .......... 15 Figure 15: Cantilever Beam Diaphragm Test with a Concentrated Load ........... 17 Figure 16: Simple Beam Diaphragm Test with Third Point Loading .............. 18 Figure A.1.1: 12' x 36' Roof Diaphragm with DFIR Joist Hung Purlins . .. .... .... 20 Figure A.1.2: 12' x 36' Roof Diaphragm with MSR SPF Joist Hung Purlins .. ...... 21 Figure A.1.3: 12' x 36' Roof Diaphragm with DFIR Stacked Purlins ... ......... 22 Figure A.1.4: 12' x 36' Roof Diaphragm with MSR SPF Stacked Purlins .......... 23 Figure A. 1.5: 12' x 20' Wall Diaphragm with MSR SPF Flat Girts . .. . ..... ..... 24 Figure A.1.6: 12' x 20' Wall Diaphragm with MSR SPF Commercial Girts . .. .. .... 25 Figure A.1.7. 12' x 12' Wall Diaphragm with DFIR Commercial Girts .... .. ..... 26 Figure A.1.8: 12' x 12' Wall Diaphragm with DFIR Flat Girts .. . . .. . .. . ... .... 27 Figure A.1.9: 12' x 12' Wall Diaphragm with MSR SPF Commercial Girts ......... 28 Figure A.1.10: 12' x 12' Wall Diaphragm with MSR SPF Flat Girts .. . .. . . . . .... 29 Figure A. I. 1 1: 12' x 12' Wall Diaphragm with MSR SPF Flat Girts with Two Extra Screws at Laps on Each Girt .. .. ......... . . . .. .. . . . . . .... 30 Figure A3.1 Detail of Hinge Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 34 Figure A3.2 Detail of Roller Support . . . ..... ....... .. . . . . . . . . .. . . .... 34 Figure A3.3 Detail of End Wall Diaphragm Loading Ram ..... . . . .. ..... ..... 35 Figure A3.4 Detail of Roof Diaphragm Loading Ram .. .... . . . . . . . . . . .. . .... 35 IV i ne ivauvtiai rran;e Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page v Executive Summary The following is a report of load testing experiments conducted for the National Frame Builders Association and observed by Braun Intertec Corporation. Testing was conducted the ( week of September 16th, 1996 at the M & W Building Supply fabrication facility in Canby, Oregon. The participation of Braun Intertec in this project was authorized by Jim Betonte of M & W. Testing was conducted according to The American Society of Testing and Materials (ASTM) Test Standard E 455-76 "Standard Method for Static Load Testing of Framed Floor or Roof Diaphragm Constructions for Buildings," which is an International Conference of Building Officials (ICBO) recognized guideline (see Appendix 6 for ASTM E 455-76). All tests were observed by a representative of Braun Intertec Corporation, an ICBO recognized testing agency. The test diaphragms represent typical field construction as detailed in Section 2 and Appendix A.1. Eleven roof and endwall wood framed, steel panel diaphragms were tested. Variables included ? diaphragm size, framing lumber, steel profile, screw pattern and girt or purlin configuration. L The most significant variation was the use of either standard or extended steel panels. The extended steel panels allow for a metal to metal connection to be made between separate panels within a diaphragm. Refer to Section 1 for the quantitative increases in strength and elasticity 4 . the extended steel panel construction provided. Figures 1 I through 14 depict the two steel profiles and related screw patterns used during testing. t.. The testing results characterize the diaphragms' shear strength and elasticity. Both the ultimate I and 2.5 factor of safety shear strength values are displayed in Table 1. Elasticity is considered " in terms of the diaphragms' permanent or "set" deflection after removal of non-destructive or "working" loads. Magnitudes of the non-destructive loads are approximately one third and two Lthirds of the diaphragms' ultimate loads. Set deflections and released loads are displayed in Table 6. { No permanent deformation of the steel panels was observed as a result of working load testing. This is true of the panels in general and at their points of connection. All of the permanent deflection can be attributed to shifting of the wooden frame and deformation of the frame at connection and fastening points. All of the diaphragms deflected less than 0.30 in. when loaded to one-third of their ultimate load. The \anon.;] 1-rame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page vi Testing results also include Total Defection, Maximum Load, Ultimate Shear Strength, Maximum Bending Deflection, Apparent Shear Deformation, Apparent Shear Stiffness and Time Under Load. These test results are in Tables 4 and 5 and the calculations for these values are in Appendix A.4. Constant values were used for Young's Modulus (E) and Moment of Inertia (1) with E = 27.5 Mpsi and I = 352.5 in .4; 1 was calculated as a rectangular beam with a base of 0.017 in. :.:.......... ::.......::::::::,:.....:::::. ...:.:..:.:.::; .....,.. ......... ..::.::::::::::::..:::::::::::::::::::.::: ......:...::::.::.....::...::.::..:.:.:.. ..... . Roof ..i..*. .-. ta rag g........... >:Fiirin::;:>: Stze Number: oP.. 2.5 Factor..of::SafeC: Y:.::.:. fi :.:.:..::..::....:.::..:.:: Test Di- phr agms.::::;::;Shear . ength, Extended Recessed 12 x 36 5 114 Standard Recessed 12 x 36 2 107 Extended Stacked 12 x 36 3 131 Standard Stacked 12 x 36 3 115 ...::.:..:.......... .......:.:.:.:................. Factor.,::of::.:Sufet;:::;:::::: Panel':Tppe: <;Conf.gurat�on ft Y ft Test;Dta hia P. Shear Stren th :::112#Ift:::: S...:.:�:.::;::.>::>:;::::.:. Extended Commercial 12 x 20 3 120 Extended Flat 12 x20 114 Extended Flat 12 x l2 EE2 113 Extended Flat 12 x 12 1 * 153 Extended Commercial 12 x 12 2 117 Standard Flat 12 x 12 1 100 Standard Flat 12 x 20 1 107 Standard Commercial 12 x 12 1 107 :K Test EW 1 1 1 Table l: 2.5 Factor of Safety Shear Strength Results M r I The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page vii This body of work has been reviewed by those listed below and found to be accurate and consistent with the American Society for Testing and Materials (ASTM) Test Standard E 455- 76 "Standard Method for Static Load Testing of Framed Floor or Roof Diaphragm Constructions for Buildings." Services performed by the testing engineers for this project have ben conducted with that level ! of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. C�� � � t N E, "�.��s 4. 15, 764 q ORE vqN 21,M. E Andrew Drexler William Weyrauch, P.E. EXPIRES: �Z _oZ 9 Project Engineer Vice President / Principal Engineer Q�oQ9�0E E S S! pN�l� CHARLES D. tic W HUBBARD ?, No. C 049209 \Exp. 9-,70 -C v sem CIVIL Charles Hubbard, P.E. Senior Engineer crUpi/ad/,,vt:sjg g:\groups\carz\arndrcw\nfba 10. 14b P a ul-� Technical Director --r—....- National Frame Builders Association Project EASX-96-0225 Section 1: Results Twenty-eight wall and root diaphragms were tested. Specifications for each of the test diaphragms are displayed in Tables 2 & 3. The testing results are presented in terms of Total Defection, Maximum Load, Ultimate Shear Strength, Mtzrintum Bending Defleciioh, Apparent Shear Deformation, Apparent Shear Stiffness, 2.5 Factor of Safety Shear Strength and Time Under Load and Set Deflections from Non -Destructive Loads. See Appendix A.4 for equations of calculated values. Results at ultimate loads are in Section I. I and the set deflections after removal of nondestructive loads are in Section 1.2. Load -Deflection graphs are in Sections 1.3 and 1.4. Data for the Load - Deflection graphs was obtained during ultimate loading which occurred after working stress testing. This explains the non -zero deflections at zero load on the load -deflection graphs; the zero load deflections correlate with the set deflections sustained during working stress testing. Wig:.:.::..:..s::.;:.;:.:.>;:.;:.;:.;;;:.;:<. <::::::.;:.;;:.;:.::.;::.::. ')Gest:; ::...... S►ze, ff Woad G�.rt........: EW 101 12 x 20 Extended MSR , Commercial EW 102 12 x 20 Extended MSR Commercial EW 103 12 x 20 Extended MSR Commercial EW 104 12 x 20 Extended MSR Flat EW 105 12 x 20 Extended MSR Flat EW 106 12 x 12 Extended MSR Flat EW 107 12 x 12 Extended MSR Flat EW 108 12 x 12 Standard MSR Flat EW 109 12 x 12 Extended DFL Flat EWHO 10 12 x 12 Extended DFL Flat EW I I 1 12 x 12 Extended DFL Flat EW 1 12 12 x 12 Extended MSR Commercial EW 113 12 x 12 Extended MSR Commercial EW 114 12 x 12 Standard MSR Flat EW 115 12 x 20 Standard MSR Flat Tahle 2: Endwall Test Diaphragm Specifications i fie ,Nanonai rrame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 2 .......................................... ::>::::::::>::::>::::>::>::::><:>:>:»:::>:;..::::.::.:. <>o Dia ;bra. m. Tests:::.;:<.;:.; :..:::::::::::::::.:::;:.;;:.;:.;:;.;.::: ---------------- ...::..::........::.::.::.::.:....:; .........:;:.;:.;:.>::>::>:::»>::>::>:::<:> :eg.;:.:«:; ::>::>:::::>:: Wood::; ::: :.;:-- >::>::>:::<:;E;Qr� :»::>::>::>: R101 12 x 36 Extended DFL Recessed R102 12 x 36 Extended DFL Recessed R103 12 x 36 Extended DFL Recessed R104 12 x 36 Standard DFL Recessed R105 12 x 36 Extended MSR Recessed R106 12 x 36 Extended MSR Recessed R107 12 x 36 Standard MSR Recessed R108 12 x 36 Extended DFL Stacked R109 12 x 36 Extended DFL Stacked R110 12 x 36 Standard DFL Stacked R111 12 x 36 Extended MSR Stacked R112 12 x 36 Standard MSR Stacked R113 12 x 36 Standard MSR Stacked Table 3: Roof Diaphragm Test Specifications I The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 3 1.1 Ultimate Load Test Values Test Number Total Deflection, in. Maximum Coad, lbf Ultimate Shear Stren�tlz, lbf/ff 2.5Factor o.. Safety Shcar StrGngtl�, 1bUCt ' Mnximara lB ding Dcfhction, in Apparent Sbear: Deformation, in Apparent Sheai• Stiffness, IbUin TIme Under Load, minutes EW101 3.05 4000 333 133 1.90 1.15 5,802 20 EW 102 2.09 3200 267107 152' O.S7; 9,424 is EW 103 2.20 3600 300 120 1.71 0.49 12,307 15 EW 104 2.13 3600 300 120 ,.. I 7l .. 0.42 14,428 20 ESV 105 2.26 3200 267 107 1.52 0.73 7,263 15 EW106 2.38 3400 283 113 035 2.03 1,674 ' 15 EW 107 2.11 3200 267 107 0.33 1.78 1,800 10 EW 108 3.06 3000 250 ;100 0 31.,; 2,75 1,091 20 E\V109 2.44 3600 300 120 0.37 2.07 1,740 20 EW110 2.02 3400 283 113 0 35" 1.67 2,041 20 EW111 0.73 4600 383 153 0.47 0.26 17,853 20 EW 1 12 1.32 3600 300 120 ... :.......:..:.......... ...:... . 0.95 3,772 20 EW 1 13 1.01 3400 283 1 13 0.35 0.66 5,121 20 EW 1114 1.87 3200 267 tQ7 2075, , 20 EW 1 15 1.72 3200 267 107 1.52 0.20 26,770 20 Table 4: Ultimate Load Test Values for End Wall Diaphragms The National Frame ^ Builders Association Project EASX'96'0225 Report 05-106-1975 October |D. 1990 Page �FA Tiffi'e: Under RIO] 2.06 3600 300 120 0.92 1.14 3170 20 3. 73 R 103 2.77 3200 267 107 0.82 1.94 1645 20 RIOS 2.85 3600 300 120 0,92 1.93 1868 15 320 R107 2.34 3200 267 107 0.82 1.52 2109 15 R 109 2.21 3800 317 127 0.98 1.23 3086 15 R I 1 1 2.42 4000 333 133 1.03 1.40 2864 15 X. R 1 13 2.62 3600 300 120 0.92 1.69 2129 15 Table 5: Ultimate Load Test Values for Roof Diaphragms 1.2 Set Deflections After Removal of Lnnrlc The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 5 SEEMS= •11 I Table 6: Total Set Deflection after Removal. of Loads OEM 11 1 11 11 1 Table 6: Total Set Deflection after Removal. of Loads 11 1 11 11 1 Table 6: Total Set Deflection after Removal. of Loads Figure 1: Extended Panel, Recessed Purlin Roof Diaphragm Load -Deflection Results Total Deflection, in 0 1 2 3 4000 3800 3600 3400 3200 3000 m 2600 -j 2200 co 1800 0= 1400 1000 600 200 0 —R101 •••R102 ••••R103 —R105 ......R106 Figure 2: Standard Panel, Recessed Purlin Roof Diaphragm Load -Deflection Results Total Deflection, in 0 1 2 3 3400 3200 2800 2400 .n -162000 co J 1600 E 1400 1000 600 200 0 —R104 R107 .% .• �• .'� i i i i —R101 •••R102 ••••R103 —R105 ......R106 Figure 2: Standard Panel, Recessed Purlin Roof Diaphragm Load -Deflection Results Total Deflection, in 0 1 2 3 3400 3200 2800 2400 .n -162000 co J 1600 E 1400 1000 600 200 0 —R104 R107 Figure 3: Extended Panel, Stacked Purlin Roof Diaphragm Load -Deflection Results Total Deflection, in 0 0.5 1 1.5 2 2.5 3 3.5 4 4200 4000 3800 3400 3000 -2600 m 0 2200 E 1800 Ca 1400 1000 600 200 0 R 108 — R 109 •••• R 111 Figure 4: Standard Panel, Stacked Purlin Roof Diaphragm Load -Deflection Results Total Deflection, in 0 1 2 3 4 3800 3600 3400 3000 y w :2 2600 m 2200 o E 1800 i co 1400 1000 � 600 200 0 —R110 •••R112 ••.•R113 I 1.4 End Wall Load -Deflection Graphs Figure 5: Extended PaInel, Commercial Girt, 12'x 20'End Wall Load -Deflection Results Total Deflection, in 4200 — 4000 — 3600 — 3400 — 3200 — 2200 — 1800 — 1400 — 1000 — Figure 6: Extended Panel, Flat Girt, 12' x 20' End Wall Load -Deflection Results Total Deflection, in 0 l 2 3 3800 ' ��--r------ 3600 3200 3000 _---^^ IS2OO8 22OO , o ' 1800 ' X 1400 1000 OOO 200 4 ^ Figure 7: Extended Panel, Flat Girt, 12'x 12' End Wall Load -Deflection Results Total Deflection, in .0 1 2 3 4 3800 3600 3400 3200 3000 2600 ca 02200 E 1800 ca 1400 1000 600 200 0 0 3800 3600 3400 3000 n 2600 @ 2200 0 E1800 CU 1400 1000 600 200 0 — EW 106 EW 107 — EW 109 •••• EW 110 j Figure 8: Extended Panel, Commercial Girt, 12' x 12' End Wall Load -Deflection Results Total Deflection, in 1 2 3 [—EW112 .... EW113 4 Figure*9: Standard Panel, End Wall Load -Deflection Results Total Deflection, in 0 1 2 3 4 3400 3200 3000 ............ 2600 2400 w 2200 2000 1800 0 1600 E 1400 1200 1000 800 600 400 200 0 —EW 108 EW114 —EW115 Figure 10: Extended Panel, Flat Girt, 12'x 12', Three Screws at Laps End Wall Load -Deflection Results Total Deflection, in 0 1 2 3 e 4800 4600 4200 3800 3400 3000 2600 0 -j 2200 E 1800 o: 1400 1000 600 200 0 0 T-ne National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 13 Section 2: Characterization of Test Diaphragms 2.1 Identification of Test Specimens Each of the specimens can be characterized by its size, framing lumber, steel profile, screw pattern and girt or purlin configuration. The range of these variables is described below: Diaphragm Size l2' x 36' 12' x 12' or 12' x 20' Framing Lumber DFL* or MSR** DFL or MSR Purlin/Girt Configuration Joist Hung or Stacked Blocked Commercial or Flat Steel Profile Standard or Extended Leg Standard or Extended Leg *DFL: Douglas Fir Larch **MSR: Machine Stress Rated Table 7: Variations Among Test Diaphragms Figures 1 1 through 14, as provided to Braun Intertec depict the two screw patterns and steel profiles tested. The extended steel panels allows for a metal to metal connection to -be made between separate panels within a diaphragm. Refer to Section I for the quantitative increases in strength and elasticity the extended steel panel construction provided. 36 t/?" Q.A.W. 36" COVERAGE 3/t 6- 20' 50' 3/ 1 6- R TYP. Ty P. TYP Figure I I: Standard Steel Panel Profile 2.74"3- I 3/a' 1/2" The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 I October 18, 1996 Page 14 38 1/2" O.A.W. 36" COVERAGE 9 3. 1 3- 2.7 a" 3. 13- 5/8- 3"5/8 3/16" 20' 50" 3/16" R ' 3/8- t a I1 3/4 NP. NP. NP. 3/a"' 1/2 Figure 12: Extended Leg Steel Panel Profile fr•v -L • i/ J�,i�L,i J k& zJ V.1-. FASTEN AT EACH GIRT OR PURLIN Figure 13: Screw Pattern for Standard Steel Profiles i The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 I October 18, 1996 Page 15 rr IV A 1 i/C JL rt r, rr'� L 9- O.C. FASTEN AT EACH GIRT OR PURLIN Figure 14: Screw Pattern for Extended Leg Steel Profiles Fasteners used included 20d nails, //10 1-1/2 CAD plated screws and LU26 joist hangers. Girt t spacing varied depending on wall panel size and girt configuration. ' gOne extra screw wad used at the laps on the top and bottom of the diaphragms; p gms; test EW 111 used two extra screws at each girt at the laps. See Appendix A.1 Structural Design Drawings for specified fastener usage 1 " and girt spacing. Drawings were provided by M & W Building Supply. Typical field construction for all diaphragm configurations considered in this report includes the usage of steel panels with a minimum yield strength of 80,000 psi. as required by ASTM Standard A-446 Grade E, and a thickness of 0.015 in. in accordance with ASTM A-525. Four steel panel samples were mechanically tested and found to meet these requirements. The mechanical testing results are contained in Appendix A.2. Nominal framing lumber dimensions, post spacing and steel panel gauge were consistent throughout testing and are described as follows in Table 8. Ilhe National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 16 Size/Spacing Roof Diaphragm End Nall Diaphragm Post Size 6" x 6" 6" x 6" Post Spacing 12' on center 12' on center Girt/Purlin Size 2" x 6" 2" x 6" Skirt Board Size. N/A 2" x 10" Steel Panel Gauge 29 ga. 29 ga. Table 8: Framing Lumber Dimensions and Spacing 2.2 Description of Test Specimen Assembly End wall sections were tested as cantilever beams with a concentrated load. Roof sections were tested as simple beams with third point loading. Four deflection measurements were taken for each test. The orientation of these deflection measurements and applied loads in Figures 15 and 16. Testing was conducted with the diaphragms horizontal and supported by rollers under the posts. When necessary, sandbags were placed on the diaphragm to eliminate out of plane deflection. The loading rams and diaphragm supports were secured to a concrete floor using machine bolts and anchors. Displacement measurements were taken using string potentiometers also anchored to the concrete floor or dial indicators magnetically secured to steel plate bases. The National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 17 Depth b ID -- --- T -T ----- - l I I I I Typical I I I I framing I > I I system I I I I I I I I I I I I I i I I I I OI i I I 2 I I I 0�.—-—.—— — L—--— —— 4 Hinge "(Hori_unlal m E) — AJ — �A] + b UA + AJ j r Noce 1—cz)O Dial gage or other def4ection measuring device. gore 2—Lateral restraint devices are not shown. and should not restrict movement in the plane of the diaphragm. Figure 15: Cantilever Beam Diaphragm Test with a Concentrated Load (from ASTM E 455- 76) Roller The (National Frame Builders Association Project EASX-96-0225 Report 05-106-1975 October 18, 1996 Page 18 P Centerline P Typical flange L - - - - - - - - - - - - - - - - - - - - - - - D I i I Typical framing I I I I I I I l l I I II li I � ' H Hinge I 1 Roller �I E L - la 4 N -lb l Uxw LOW Pont) = (A2 + ,3 — Al — - J. 2 NOTE 1--eA Dal gage or otrier deflection measurng device. NoTr 2-1ateral restraint devices are not shown, and should not restrict movement in the plane of the diaphragm. Figure 16: Simple Beam Diaphragm Test with Third Point Loading (from ASTM E 455-76) i 0 A.1 Structural Design Drawings b n A Bloc. (IVP _/ .•••••••• i+w,t C a•a.aa TYP.rvv BLOCK ♦uwl... D ::.. ♦wa,r. ,o aY Ocw � <w w/ s rv)• ].• ♦unLM ■LOCy r..ul(D )1.wU [A wOOf a-ao. trrr� ..L..erw n�W ro woor "o ).• D,q j y woo` n. / ]•( wwu., ,o poor ..�..c ..[u.rw �F.010N ).• D A l) �r uwL..3 noo, Um Q ♦unLw ,o woo. ( D 1�i-I.?I-, A 1 I- 1`` 11/'• r:.. ..r t\; ,.(, .. .. . 050 A . O - O(<, U ♦ N e Jn; Oy\W n V U �J v U � C M1 N < < J c 7 ^ aZ I o♦„ _ ♦ ��; . W n o a 7 � 6 h• im IL Z O J Q o ~ O Z O ou m z W _ _ 2 0 O 1 O 1 n ac I a 3 o7a < i Lam. I �J v U � C � — M1 2 [ 7 � 6 h• im IL _a \ c3 r. �J v ' PUR L IIN • J•- OC i 2,16 MSR 1 aso _L 1PVR RL 1. L1 N ,]•_O- PURLIN —1. PVRLIN 10 PVRLIN r NAILPVRLIU 10 PURLIN OLOCN w/ 7-20. (IYP) NA,L PVRIII, 10 DLOC 7.0 SOL10 BLOCKING = �1 w/ 7-20. (lY'1V \ ([ROLL PVRLIN CUIOIFS) I \ NAIL 1/1RV AAn CR W/ 7-I0d J -�`�- 2.0 MSR 1 650 / TOCI-L PURL 11 IO a CA 1-1;c.R RACRa (_� w/ ,-20d I1YP IOI n(T-,"AL) O- 1 OFIR u1ER CR R.(7 C6 L ,IL PURLIN I,IHII AAnCR w/ 3-70. (fYP) ) m I 1 — L HnI,cII sAwN �i uloc.. •- I 3-41 re[R .__alLcan LL A - A a-• ,vlr, i.• .v « N.•aro a-• . H.., 9-70d TOTAL I ,o r . •I0c ) 1 rl I �—_ � 1T• 1 Ipa..A,L hiwl Y• wouON r. C. "1 0 K, •���'f , An Rw. 1.., .✓1[, tiL ;O O KOCw `O �U �2, , 361 lz 0o1 D1:Li 111 CPl' 2x6 OFIR use CIRT w/ 2-20a EA ENO (TYP) ' 2x6 MSR SPF GIRTS w/ '2_20a m / EA ENO (TYp) 29 qo. 0.01 JO' CRAOE E STEEL FASTENED w/ 0 1 1/2- CAO PLATED #10 n SCREWS o 9" O.C. (TYp) � � I J 9 . r 2x 1 O P.T. HEIR 0r SKIRT BOARD -/�-200 EA ENO (TYp) r ROUCI- SAW"i 6x6 COLU1AN (TYP) Yl� 1 2 _O-• I B O O N 2x6 MSR 1650 EAVE GIRT w/ 2-20d EA END (TYP1 �.'�,.ii rr. 1 1 /. Imo. "i (1' lr.+., i�.'.. !... � rt•r• . 2x6 MSR 1650 GIRTS O 24•' O.C. W/ 2r BLOCK EA END (TYP) BLOCK TO COLUMN W/ 1 —200 EA END (TYP) CIRT TO BLOCK W/ 2-20d (TYP) I I 29OSTELO 150- CRADE E E FASTENED W/ ' 1 1/2" CAD PLATED #10 SCREWS O 9" O.C. (TYP) • I . I I 0 • J 2x 1 O P.T. HEIR SKIRT aOARD A, W/ 4-204 ROUGH SAWN EA END (TYP) ..45 COLUMN (TYP) I 12-0- ` �.'�,.ii rr. 1 1 /. Imo. "i (1' lr.+., i�.'.. !... � rt•r• . 2x6 DFIR EAVE GIRT W/ 2-20d EA END ' (TYP) Zx 2x6DFIRIRTS ® 24" O.C. W/ BLOCK EA END (TYP) BLOCK TO COLUMN W/ 1 —20d EA END (TYP) If II GIRT TO BLOCK If II O W/ 2-20d (TYP) II II I it,II N 29 ga. 0.0150" GRADE E II II STEEL FASTENED W/ 1 1/2- CAD PLATED #10 SCREWS ® 9" O.C. (TYP) ' ; it IIl I; �� II • II II „ I It ,, II II II u II /�J II li II I� II II v Ir IF Ir I` If IL 2x 1 O P.T. HFI R SKIRT BOARD W/ 4-20d ROUGH SAWN EA END (TYP) 6x6 COLUMN (TYP) 1 2'-0" I O N 0 2x6 DFIR EAVE GIRT W/ 2-20d EA END (TYR) 2x6 DFIR GIRTS W/ 2-20d EA END (TYR) 29 ga. 0.0150" GRADE E II STEEL FASTENED W/ 11 II 1 1/2" CAD PLATED # 1 O u n ' SCREWS ® 9" O.C. (TYP) 11 II IF I� 11. I� Il J II II II 1 n II 'I �Inp'I II u ,I I 11 I� II II 11 IE II ,I II 11 2x`10 P.T. HFIR j1 II SKIRT BOARD '� 11 II 11 II II W/ 4-20d I II IAI EA END (TYR) i II " 11 II 1 ROUGH SAWN 6x6 COLUMN (TYR) 1 2'— 0" -.7 2x6 MSR 1650 EAVE GIRT W/ 2-20d EA END (TYR) 2x6 MSR 1650 GIRTS 0 24" O.C. W/ 2x BLOCK EA END (TYR) BLOCK TO COLUMN W/ 1 —20d EA END (TYR) IRT TO BLOCK If W/ 2-20d (TYR) 0 11 �� II . I I tr N 29 ga. 0.0150" GRADE E STEEL FASTENED W 1 1/2" CAD PLATED #lo SCREWS 0 9" O.C. TYR) II If If ,, II 11 N M 11 1 I 11 Ir Ir IP � �� it ,� II '; u II If It if 2x10 P.T. HFIR SKIRT BOARD W/- 4-20d ROUGH SAWN EA END (TYR) 6x6 COLUMN (TYR) 1 2'-0' -- 2x6 MSR 1650 EAVE GIRT W/ //-2-20d EA END (TYP) 2x6 MSR 1650 GIRTS W/ 2-20d EA END (TY P) Ir '• II d I 29 ga. 0.0150" GRADE E STEEL FASTENED W/ II II II 1 T/2" CAD PLATED # 1 O II n SCREWS ® 9" O.C. (TYP) VIIII II "II I' I, II II 11 I II II II I' II II 11 I, II IfI II „ IIF IL III` II 2x 1 0 P.T. HFIR I� �' I• �f ' II I SKIRT BOARD W/ 4-20d II II II II EA END (TYP) I ROUGH SAWN 6x.6 COLUMN (TYP) 1 2'-0" 2x6 MSR 1650 EAVE GIRT W/ 2-20d EA END (TYP) I 1 1 2" CAD PLATED # 1 O CREWS ® 9" O.C. /i1/D\ IwlTcr��r. --I I / Z- t -HU t'LAI LU #10 SCREWS ® PANEL LAP ® EA PURLIN do SKIRT BOARD (TYR) 2x6 MSR 1650 GIRTS W/ 2-20d EA END (TYR) j II• � 1 _ �D 11� 11 11 1 29 90. 0.01 50" GRADE E STEEL FASTENED W/ 11 II 1 1/2" CAD PLATED #10 I II II I N SCREWS ® 9" O.C. (TYP) j1 1 II 11 11 I 1 II a '1 n I II I! ! 3-1 1/2" CAD PLATED # 1 O SCREWS ® PANEL II II EDGE ® EA PURLIN II/JI II 8c SKIRT BOARD (TYP) II it II II 1 1 II u 1 II II 2x 1 O P.T. HFIR � I' II II SKIRT BOARD W/ 4-20d II I II II EA END (TYP) 'I 1, I I II 1 II II 1. II II 4 II II I r / ROUGHSAWN WTYR 6x6 1 2'— 0" I 1 1 2" CAD PLATED # 1 O CREWS ® 9" O.C. /i1/D\ IwlTcr��r. --I I / Z- t -HU t'LAI LU #10 SCREWS ® PANEL LAP ® EA PURLIN do SKIRT BOARD (TYR) A.2 Steel Panel Physical Properties October 18, 1996 Mechanical Analysis Report Project EASX-96-0225 Report 05-106-1975 Scope: Mechanical Analysis performed on four (4) steel samples, submitted in conjunction with roof and wall diaphragm load testing for The National Frame Builders Association. Item: 29 Gauge Ribbed Steel Panels ID: Beige, Gray, Blue and Ivory Mechanical Analysis Beige Gray Blue Ivory Yield Strength, 0.2% Offset, psi .... 96,500 84,600 86,900 84,200 Tensile Strength, psi ............ 97,200 85,750 87,700 91,000 Hardness, BHN, 3,000 kg ........ 86 83 86 87 11 All work was performed in compliance with Braun Intertec Q.C. Manual dated 02-23-94, Revision 1 and NDE Supplement dated 06-07-94, Revision 0. Sincerely, /4-r"a4l r Andrew Drexler Project Engineer ad:sjg W y; ' 4 i A.3 Photographs of Test Assembly f ........... wi kj_ I -,N. Symbols E, modulus of elasticity of flange or web material, depending upon which material is held constant in a transformed section analysis, psi (or MPa) f C G=shear modulus of the web material, psi (or MPa) G'=shear stiffness of the diaphragm obtained form test (includes shear deformation factor for the connection system), lbf/in. (or N/mm) 1=moment of inertia of the transformed section of the diaphragm based on webs or flanges, in.' (or mm') L=total span of a simply supported diaphragm , in. (or min) P=concentrated load, Ibf (or N) R.=maximum diaphragm reaction, lbf (or N) S.=ultimate shear strength of the diaphragm, Ibf/ft (or N/m) S1.s=2.5 Factor of Safety Shear Strength a=span length of cantilever diaphragm, in. (or mm) b=depth of diaphragm, in. (or mm) 1 t=thickness of web material, in. (or mm) i.. w=uniform load, lbf/in. (or N/mm) Ab=bending deflection of diaphragm, in. (or mm) At=empirical expression for that portion of the diaphragm deflection contributed by the shear deformation of the connection system, in. (or nun) A,=purer shear deformation of diaphragm, in. (or mm) A,'=apparent total shear deformation of the diaphragm based on test (see 8.1.2.2), in. (or mm). This factor includes both the pure shear deformation and that contributed by distortion of the connection system. A,=total deflection of diaphragm, in. (or mm) A, ,__ =deformation measured at Point 1, 2, ---, in. (or mm) Calculations 1. Cantilever Beam Total Deflection, O, (ASTM E 455, 8.1.2.1) C 3 1 T 2. Simple Beam Total Defection, O, (ASTM' E 455, 8.1.2.1) ! 'A,, O2, 03, and A, are measured deformations with appropriate signs at locations indicated in Figs. 2 and 3, and alb is the ratio of the diaphragm assembly dimensions. i c _ 3. Ultimate Shear Strength, S., (ASTM E 455, 8.1.1) S, 1bf/ft: = 12 R, b 4. Apparent Shear Stiffness G' (ASTM E 455, 8.1.2.2) GI =P ( a ) E b 5. Apparent Shear Deformation, A,' A9, = OC - Ab 6. Maximum Bending Deflection of Diaphragm, Ob, i) Cantilever Beam Concentrated Load i) '�b = Pa3/3EI ii) Simple Beam Third PT. Load ii ) Ab = SPL3/162Er 7. Shear Value ShearVal ue= R" At Calculations 'coat. 8. 2.5 Factor of Safety Shear Strength S2 s lbf/ft = Rte' 5 Note: For all calculations E = 27.5 Mpsi and I = (base) 12height)' = 352.5 inch'° Assuming an average panel thickness of 0.017 inches r i. F. i A.5 Calibration Records J October 18, 1996 Project EASX-96-0225 Report 07-096-2055 RAM CALIBRATION REPORT Re: Certification of one (1) Hydraulic System NFBA1. Capacity: 10 tons (5,000 psi) PO #: Letter Make: Cell Enerpac Model: Cell RC 1010 Gauge Ashcroft Gauge 5,000 psi ;.;;Due Date: September 11, 1997 Serial Number: Cell D 1396C Gauge Q-8631 Calibrator:Traceable to N.I.S.T. Average Certified Readings (lbs) 0 1,900 4,000 6,200 8,400 10,550 12,850 15,100 17,100 19,300 21,600 Sincerely, AI Butzen Lead Technical Supervisor ah:sdd Gauge Readings (psi) 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 October 18, 1996 Project EASX-96-0225 Report 07-096-2054 RAM CALIBRATION REPORT Re: Certification of one (1) Hydraulic System NFBA2. •Capacity: 10 tons (5,000 psi) PO #: Letter Make: Cell Enerpac Model: Ceil RC 1010 Gauge Ashcroft Gauge 5,000 psi Due Date: September 11, 1997 Serial Number• Cell D 1796C D2696C Gauge I Q-8631 Calibrator: Traceable to N.I.S.T. Average Certified Readings (lbs) Gauge Readings (psi) 0 0 1,950 500 4,150 1,000 6,300 1,500 8,500 2,000 10,650 2,500 12,750 3,000 15,000 3,500 17,200 4,000 19,300 4,500 21,500 5,000 Sincerely, AI Butzen Lead Technical Supervisor ab:sdd I N 1000 1500 .a 2300 3000 N QC C a N 12 6! f U R g d 2. 500 1000 1500 2000 2300 3000 Gauge Readings, psi ...,..., wnnr aau► SU110 A.6 American Society for Testing and Materials (ASTM) Address American Society for Testing and Materials Kathy Hooper 100 Barr Harbor Dr. West Conshohocken, PA 19428 Fax: (610) 832-9536 Phone: (610) 832-9500 PERMIT NO. 363-81B,.P,E,M PERMIT EXPIRES OWNER Wesley Harder CONTR. owner ASSESSOR PARCEL 44-03-114 LOCATION N/S Guynn Ave.', app.5/10 mi.E.. of Meridian Rd., Chico Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Servic Called &E LED JOB :z (Date) Signature J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) � Date UNDE LOOK Plans OK exce t#'s Date FRAMJW (Continued) o g requirements—Se backs—Easements 46e-Prqqerty Line Firewall & Openings tg., Main; S —St—Eleyj,A`}a nd.— / G /" Ftg. Depth 4 xt. Doors—One 3'—Check Garage -3rd story, 2 exits e; Soils—Steel— / /" Ftg. Depth 5U. -,115a irs Width—Headroom—Rise—Run—Landing—Fire Protection g., Porches & Decks; Soils—Steel— / 6 /" Ftg. DepthIy d on Roof Overhang—Attic Vents—Rafter Outriggers w IIs, Main; Steel—B loc kouts—Wrapped—S labt,tding—Nailing—Veneer 4--&i9wme*s, Garage; Steel—Blockouts—Wrapped—Slab t c esh—Drip Screed—Fdn. Vents—Underflr. Access 1,—Fireplace Ftg.—St0I___ a 'ng Area—Glass Protection—Skylights—Plastic &: "`Fall—Fittings—Test-2 way C/0—Sewer Test hear Walls; Nailing—Bolts t767,Pfpe; Size—Anchors 7i er Pipe; Test—Anchors—Regulator—Service Test Underground f' 1 ums & Ducts; Cle nce—M ial—Su ort n Z irders—Sills—Anchor Bolts—Joist —V Cripples Card -BI Dat Card -BI Date Card -BI Sze Dat Card -BI Date Card -BI Dat Card -BI Date Card -BI Date Card -BI. Date to FI a K except q's Card-BIDataq[D7,X Card -BI Date Date PLUMBING (Per it) OK except q'sa xt. gfeDoor & ' rotection— Landings— Detector 14. Water Ht.; V t—Access—Combustion Air rnace; Vents—Clearance—Comb. Air—Connector- In Garage; Above Floor—Ducts—Mech. Protection 15. Water Pipe; ist & Anchors—Nail Protection 16. D.W.V.; Test ttngs & Anchors—Nail Protection 59. Be ioom-Exiting 17. Shower Pan; T st, First Floor—Tub Access F.I. & BaULE.Wures & Tab, Assess 16. Test Tub & Sh er, 2nd Floor—Tub Access EI . Trim & Subpanel; Breaker Sizes—Labels 19. Gas Pipe; Size Anchors 6 trs & Rai F' or Stove; CIeara0e6s-HeBKfi 14 6 Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date +"4_&Appliance; Grnd.—Air Gap—Cooking Clearance Card -BI Date Card -BI Date 66--F4ee_Gutlets & Receptacles at Kit. Counter Date 6 ' 4/ <j<_ LE ICAL Permit OK except q's 67 .Zarage_F-ire Door; Swing—Landing—Closer 4-+4+6-6aeHn Garage—Damper F' ure & Transformer Clearance—Ins. Protection69Ents—Clearance—Comb. Air—Connector—P.R.V.— In age; Above Floor—Mech. Protection Age;Elec EI . Receptacles Spacing—Lights & Switches at Doors i es & No. of Conductor 7 Ib., &Mech. Equip. Listed for Location 7- EA nmeptacles in Garage; (G.F.I.)—Romex Protec. x Installed ge of Studs & C.J. tads quip. Ground ade up­w`ech. Fasteners—Bvrtd"0as—&-Wa4es., C ns on—Foam—Looked in Attic r T-74 Circuits in Kitchen &Conductor Size 7 ails & Deck Construction—Post-@eps— ubfeed Wire Size / ga. AI A.C. Wire Size / / ga. Cu 7 Fdn. Vents & Crawl Hole Doer—Drainage & Woo arth Clearance Loo.1�2d under Floor es ollowing instld.: Drive Yes Walks es ❑ No; Planers ❑Yes o / ga. Cu or AI—Oven Circ. / / ga. Cu or Al, Insulated Neutral []Yes ON _ on round—Main Disconnect ee in' fi quip. C ances, an Motors—Mech. Equip A. nit; Dis nnect—CI e — r' C ize-115 utlet Light—Shower Light ents Ab ve Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. isconnect, Electrical, Plumbing 6 _ xterior Elec. Trim; G.F.I. Receptacle—Underground Card B- Date Card -BI Date 6 Vfl'lation throughout House Card B -I Dat Card -BI Date Ips Protection Date ECHANI (Permit) OK except #'s84, orrections from Previous Inspections Be ­ Meters Tagged; Gas—Electric C. Ducts; Insulation &Support er & Sewer Conne d—C/O to Grade—HDA roval xhaust above Insulation Energy Complia Certificate—Other C tcates in & Overflow; Size & Grade 34. Fm eee— 4wA—, Access -Comb. Air—Return Air Vent -115V outlet qc �••�� e�r•occ R Platform if Furnace in Attic Card -BI Date Card -BI Date �/ Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Dat Z_ Card -BI Date Card -BI Date Card -BI Date Date FRA (Plans) OK except q's Comments at Final: Si Proper Material & Anchors a Studs—Nailing, Spacing & Bracing—Plates—Soun _ _ ring Walls over Girders & Floor ailing, t, A01_ Or It Stop in Walls (rat proof Fi Stops; Furred Ceilin s to a Tub�yu� der & Beam—Size & Bearing H _ers—Post Caps—Anchors—Connectors / 4 Ing. Joist—Rftr. Ties—Purlin—Roof Brac.—Truss—Shihng.—Rfng. 17 eplace Ties or Tye 4,PTue—Fireplace Throat 4 ,__c — GQy�p Romex Protection—Draft Stop—Ins. Baffles _ 467-Bd�ndows or Exiting Doors—Sill Hgt. & Dimensions 476��ire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) V = OK - O = Not OK =.Not Applicable MO,BILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date. Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except a's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date c% — COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT O. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 ',< APPLICATION AND PERMIT ASSESS PAR= L NUMBER ZO NJfYi� • , BUILDING PERMI OWNE TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNS •S MAILIN ADRESS L �G lilJ C /GO 0 0 CONTRACTOR'S NAME TELEPHONE ADDRESS D CONTR ACTO00 M 'LING Fireplace �, vn) CONSTRUCTION LENDER Z UNKNOWN Total Valu On $ /Q 0 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGIN,,EEE'��R`''/� E LICENSE NO.- Plan Checking Fee $ o Penalty $ ARCHITECT OR ENGI S MAILING ADDRESS Permit fee $ BUILDING ADDRESS LS �I• PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 'MAP Water piping Jv J LOT NO. SUBDIVISION NAME PARCEL Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF CJ Duplex❑ Mobilehome❑ Other • SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation❑ Other Describe work: %a ' za- ,F / �� �£� Permit Fee $ 1,5—, LO) -v Contractor Qcd ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD•L 100 AMP 2.50 NEW CONST. I DWELLING O P. 1 OR ADDNS. ACC. BLDG / 20 Sq ft , CONTRACTORS LICENSE LAW _ I declare under penalty of perjury (Check One): • F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. -OU LET 2.50ea NON-RESID BRANCH CIRC ITS NEW CONST R. / POWER APPARATUS 9 NON-RESID. SINGLE OUTLET CIR. / Ex. Occup OUTLETS OR FIXTURES B �@1 00 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 " Permit Fee $ , Contractor &15a Ei MECHANICAL PERMIT Filing Fee 10.00 ' WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to -Self -Insure. Iyj I shall not employ any person in any manner so as to become subject 'I'll to the -W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating p q eb;--. �Gr Nt Cooling O Jl�C7 Hood 3.00 Ventilation Permit Fee $ Contractor LICe'.1 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all. liabilities, judgments, costs, and expenses which may in any way accrue ag i t aid oun i consequ ce of the granting of this permit. X Date Z Signature of Appl cant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ _ TOTAL PERMIT FEE $ v� 8g,/'%S oecu`. 'ROOP cc 3 Tr P,E�F CO -ST. -v /•v/ PARsEL PD HD 990E This permit is hereby issued under sions of the Butte. County Code and/or work indicated above for which DIRECT OF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �'?4 Recei/ �7SL7 pt No. �T WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �-'- `.COUN•TY-OP4UTTE -DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE:e9.6/534-4541 PERMIT APPLICATION DATA SHEET v - Permit No. OWNER bJ-5r.,5-&Z/ 7��Gr6� fsG A. P. No. Z71 Proposed Building Use S/,�- e_11j Permit Fee Based Upon: Complete Contract Price i --UPW Valuation Other (Explain) Building Inspector /��;_% �Cli1� Date At time of permit application, I was advised the fol to ng rata must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . Complete plans in duplicate/triplicate.s ana. Complete engineered les 5. Plans with Energy Design Compliance Statement. . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9.: Letter of signature authorization. �5 . . . O/��� 0. Sanitation approval from �• Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . �13. Contractor's License Information (no., name style, classif.) x/14. Owner -Builder Verification (Given to owner®l,-'Mail to owner ❑),T:7 --f>' ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector ) 18. Other %tom l , When you issue the permit, process as follows: Z/ Mail to owner. Mail to corkractor. Telephone and hold for pickup at office. Deliver w/inspector. Other t Applicant Datd/3/pl I i Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at gime of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer was advised of above requi By Plans checked by Plans approved b, Other: PLAUS oN FILE C4 & Lei'. Copy—DPW Telephone .Mail Other Date 2'4 '8/ i To Building Department From> Environmental Health Subject: Sanitation Clearance Plans approved for: Sewage Disposal Water Supply Hold f i.na l f or: Water Supply._ � y� Final Clearance O.K. for: :Dater Supply Clearance for bedroom mobi],e . home. Othi8ir Clearance for addition of G�� �Da nL ���`I Note** Sanitarian -- — ;date /LJ 5- 6116 �012-7-Wd� 1g;vvF- 0 t2--- _q Z- MIMI. 5 b) sr _ j�Js IDC VeVCAL S PAIJIS go 4z-- 5,7U P -S 42 *?'#"r lit" lb . ......... 0 o pry 141 s -A/ S4L DBL to Froz- 1,-A- (5) Termination. �I ❑ Ducts: (1) Materials. (2) Size. (3) Support. (4) Fittings. (5) Insulation. (6) Fire Damper. ❑ Refrigerant Piping: (1) Material. (2) Support. (3) Fittings. (4) Insulation. (5) Condensate drain. Final ❑ Heating: (1) Accessibility. (2) Combustion air. (3) Safety controls. (4) Electrical connection. (5) Fuel shut-off. ❑ Cooling: (1) Accessibility. (2) Support. (3) Controls. (4) Pressure relief valves. (5) Class 2 refrigerant. 5/79 AI RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITHURRENT ENERGY CONSERVATION REGULATIONS AT .Af;i 1.1 SID6L)vun[ eZko(44 location BUILDING PERMIT N0. ��AP. NO.' -f4 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: . (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge NIA Single Glazed AJA Fdn. Walls 1;v7sQ Special (Insulated) Floors _P_-tq CERT. & LABELED WDS. Walls ✓ & SLIDING DRS. ✓ Ceiling/Roof ✓ WEATHERSTRIPPED DRS. AjA Ducts ,/ BACK DAMPERED FANS ijiA Circulating Pipes hj(A INTERMITTENT IGNITION DEVICES A_)j,A_ APPROVED HEATER I /a CERT. APPLIANCES NjA APPROVED WTR. HTR.. j1 I A t , I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE:ENERGY CONS ERVAT ION' REQU IREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE jjAS SUBMITTED. Insulation Applicator Name l l_J0& 14 C— (D1 ase print) Signature. of Insulation .Applicator Q��-2 State Contractors' License No. ' General Contractor/Owner Name es 14A ape (pleabe print) Signature of �( General Contractor /Ownelo" rC Date��L� e=' State .Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING.' 'OTE OF Mfae ? _ Z riy Q A U C W •ti Q QD OZ C ERJ�'ffICATE OF CONFORMANCE _ HE UNDERSIGNED MA NUFA C TURER HERE -8 Y CER TIFI ES that the products identified below and on attached sheets Nos. are marked` with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of U. S. Product Standard PS 56-73, for Structural Glued Laminated Timber, and that such manufacture has been at our plant in Clackamas, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The undersigned manufacturer further certifies that the work has. been done in accordance with the applicable job specifications. - ... .tea ." .. - �L. . e' :'. •- .. _..... JOB NAME: 1 Longfellow Lumber JOB LOCATION- Chico, CA CUSTOMER'S ORDER NO. 5/17 D TE 4/9/81 MFGR'SORDERNO. 81117_ 1� `. . VU ,, •' •%�'^•'"'— y e� — 36. -COMPANY Timfab. INC. SIGNATURE " ; TITLE QC Director ADDRESS Clackamas, OR DATE 5/11 /81 AITC HEREBY CERTIFIES "that the said company at its said plant is licensed by the 'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy. of the quality control system in effect at said plant is periodically.inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of the under- signed, said company is capable of complying with applicable manufacturing and testing provisions of said -Standard .in, respect of products manufactured. at said plant. Conformance with the Standard in, respect of any. specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. _ . AITC Certificate No. U 23758 • Signed for AMERICAN INSTITUTE OF TIMBER, CONSTRUCTION -, - - Pau! R. Beattie 'Jack Minneci Executive Vice President r Director. Inspection Bureau © 19BOAMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IRCS ��sa-gsWt4 9 410 4 �5 r� t - 1 6� ol 4lona, a �� �i COUNTY OF BUTTE - DEPARTMENT OF., PUBLIC WORKS r' 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION'AND PERMIT r' -PERMIT NO. ' r' ASSESSOR PARCEL NUMBER c ZONING .4 - BUILDING PERMIT OWNER / / TELEPHONE SO. FT. DCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7- r CONTRACTOR'S NAME TELEPHONE • CONTRACTOR'S MAILING ADDRESS / *el 4")( 3/S / ,7w / ///(U Fireplace _2?GU .6, CONSTRUCTION LENDER A"..2al f UNKNOWN Total Valuation Is U0 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ _Q, 5 ARCHITECT OR ENGINEER tih "tf C LICENSE NO. I Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS, , �- r ,1 S,/ f tlU,;t/N .i - U .t G/ PLUMBING PERMIT Fee F i l i n Fee 10.00 Filing W • Each Trap 2.00 Solar Water Heater 20.00 •t S ,- (,uyvej l��lJ •G Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF D—Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home I S1 G W 10-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: �f J/r R �7c. ey e, 1, -rd 14-1.1, lea e" Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 0V OR Main service 100 AMP ORSLESS 10.00 e Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. t 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRCUITS) NEW CONSTR POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES BAL030 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. n' I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments,costs, and expenses which may in any way accrue against said County inconsequence of the granting of this permit. l,r X 1 .f )�-.Q�.-('_ 1— �ji��_ C� f 73 Date Signature of Applicant — Owner © Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. J7ZWFFC'7HD ssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. p __-QDIRECTOFi OF PUBLIC WORKS �� Datey S� r PERMIT EXPIRESI'Date Receipt No. -7l ? 7 By�y2 WHITE-D.P.W.• YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OP,PUBLIC WORKS ; , -PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION RND 'PERMIT ASSESSOR P RCELNUMBER ZO ING" ,y BUILDING PERMIT 0WN4R T8LEPHONE SQ. FT. OCC. BUILDING VALUATION OWNE 'S MA,,I;L//IN ADD E55 CO C OR' NA AJ i C14 TELEPHONE C NT T R'5 MAILING DURESS G ADORE. _Z CGU Fireplace3v"-) 3 jfQ, Q c�, CONSTRUCTION LENDER ,,,,,� C N NOWN Total Valuation $ 0 ,. U Filing Fee _ $ 10,00 LENDER'S MAING ADDRESS Permit Fee $ 5 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ,, � Jt— �(J - PLUMBING PERMIT Filing Fee 10.00 _ r 4� Each Trap 2.00 Solar Water Heater 20.00 f G Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each Qas water heater Or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF uplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New F] Addition �m?de l}tiIities❑ Installation❑ Other Descri a �ork: / cam`/ lf�� �� f Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 �- Main Service EA. ADD'L 100 AMP 2.50 NEW CONST.DWELLING OCCUP.& OR ADDNS. I ACC, BLDGS. 2t/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNON 1 am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI.OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS NEw -CONSTIR ( POWER APPARATUS .&) RESD, SINGLE OUTLET CIR &) Ex. OCCUpI OUTLETS OR FIXTURES 9A ®g 00 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, c sts, and expenses which may in any way accrue g of this pe it. jjiig� agai t Cou y rn;= X Date Z3 O� Signature of Applico — Owner X Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ ' Occup -GROUP TYPE OF CONST. PARCEL PD HO ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DICTO OF PUBLIC B PERMIT EXPIRES the applicable provi- resolutions to do fees have been paid. WORKS Date�� 7�f Receipt No.�7,[ WHITE-D.P.W., YELLOW-A55E5SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �� l �. s �I j 1 u ! �. s �I j 1 u ! ZW3.2- 7 3532---7fPB,P1" 'M PERMIT NO. PERMIT EXPIRES el e2) OWNER W. E `Hardjer 'CONTR.' owner LOCATION (A.P. 44-01-114. NIS Guynn Ave.., app.2400'F/of Meridian Rd., Chico Temp. Power Pole ailed, I PG&E Tfep. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB 0 F1 NA LED— (Date) (Sign u re) Interior Lath COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS , BUILDING INSPECT ON RECORD Permanent BUILDING S LDING (Cont'd) PLUMBING Setback Firewall 1i '(3 Soil Plpin 'Z liG�2 Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwaII Siding To out Roof Sheathing a Water Piping2GGZC Allift Roofing C Sewer Garage Fdn. Vents r 2� Fixtures Footin s Garage Ventsg / - Water Htr. Stemwal I Insulation Heaters Slab Carport Footings �^✓� Prov. for ohrsically lmndicapped Conformance of ex. str ure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FII*Pl-Ay6E Final Footings Footing ELE TRIC L Masonry Walls Throat A Rough Reinf. Steel Final Fixtures Bond Beam FIRESPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underaround Interior Lath Ventilation Z Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEH )ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS J-,.&:t.o •F- 1.17 P yze " C1%Z%C<� Q!tL�✓rt `/� .�/�'[LG�iri'i/C��✓l, l ���.�L.�l�-C.� 'lam c'rr_LIiL�L�`/���'f�/�p/� /fLi"N�t� OA - (NOTE: An entry must be made on this form each time you visit the job site.) Owner W. &I Mai I i ng Address .. Contractor COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive -1 ,Orovgle, California -$5965 Telephone: 534-4541 APPLICATION AND PERMIT ,�'/5 a i_ 1-0- Owner .0 o?l Telephone No. _ BUILDING / - 11 1 SQ. FT. OCC. BUILDING VALUATION 14409 0 c ®C) C, -R- Mailing Address No. @ FEE Fireplace $3.00 3, C� 600V OR LESS Main service 100 AMP OR LESS Total Valuation Main service EA. ADD'L 100 AMP 2.50 Main service OVER - 100 AMP -OR LESS O 25.00 Telephone No. Permit Fee fd,C9Cs 22sgft Building Address45� 12.50ea Plan Checking Fee&/or Penalty Ex. OCCUD(OUTLETS OR FIXTI[RES'l Permit Fee ,cort 2.00 tA-A4 PLUMBING No. @ FEE Misc. Wiring 6.25 PERMIT FILING FEE $3.00 Qp Each Trap1.50 � �'j C-14tC_C) Repair drainage or vent piping 1,50 A. P. No. — -'"� Zoning &PlanningJIS Water piping 1.50 ti Each gas water heater or vent 1.50 FWs *t'.7 S n- on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvem is Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION'% UTILITIES ❑ OTHER ❑ p F $ Single Family 0 Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification enrn ee ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3, C� 600V OR LESS Main service 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Main service OVER - 100 AMP -OR LESS O 25.00 Main service EA. ADD'L 100 AMP 1,00 NEW OR ADDNSTCONS. ( ACCDWEA6UP S) 22sgft NEW CONSTR. M LTI-.UTL T NON -REBID ( BRANCH CIRCUITS) 12.50ea NEWCONSTR. POWER APPARATUS a NON -RESID, (SINGLE OUTLET CIR, Ex. OCCUD(OUTLETS OR FIXTI[RES'l BAL0 BAL�1 FIXED ALNS. Ex. Occup.( OUTLETSP(RESID,)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 19 I am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Cooling Workmen's Compensation Insurance. $3.00 I certify that In the performance of the work for which this Ventila Ion permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of Hood 1 1 2.00 California. Permit Fee $ , (20 $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentionproperty for inspection purposes. X Date I ` , Signature of Permitee or gent Receipt No. 2 a SSS White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Land Development Fee $ TOTAL PERMIT FEE $ 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. DIRECTOR QPIPUBLIC WORKS By Date -t P- 79 Building permit expires Date -top— PU 1. 2. 3. 4. 5,, FINAL, Entrance Steps, Door.& Sidelight Protection Smoke Detector Furnace & b=later Heater --Vents, Bedroom Exit & Glass Protect'' G.F.I. & Bath Fixtures 191'ectric Trim & Sub Panel Stairs '& Rails Permit No.2" Clearances;, Combustion - Air 8 9. Electric Outlets at Wood Panel --Int. & Ext. `1-6. --1 xtures & k neer---j:T4-_K_tchpr--Grounded--Air Gap cam: '-i%ctrical Oul�t� '- pe^ s -at -Kitchen Counter 12. Fire Door to Garage & Swing open Type A.C. Duct in Garage --Damper if Required 14-r-- urn -a - &7 -Water Heater (if in Garage) off Floor & Vents & P R.V. 15. Firewall & All Openings in Firewall --Area Separation Malls 16. Electrical Receptacles in Garage (G.F.I. where required)Romex protect L-- 17. Type Insulation --Attic & Underfloor 18. Steps at Ext. Doors & Landings Where required__ uar ails and Deck Construction 20. Foundation Vents & Crawl hole Door --Grade & Wood -Earth Clearances 21. A.C. Unit—Disconnect., Clearances Breaker & Conductor Size 22. Vents Above Roof --Plumbing, Appliances, Fireplace, 2; `a ex y'.e.11--Disconnect, Electrical, Plumbing 24. Exterior Electrical Trim & G.F.I. Receptacle 25. Required Ventilation Throughout House 26. Corrections from Previous Inspections 2Z. as --.Test eters._ T ,e.d-�i::-Gas. & Electric 28. E;ergy Compliance Certificate tl�ign Job Card ALL OF ABOVE COMPLETED Q EXCEPT Signed: ABOVE LISTED CORRECTIONS COMPLETED Signed: r "' Dater SIGN OiXA D Date: cS UNDERFLOOR Permit No. 1. Setback --Easement 2. Footings & Stemwall--Steel. - 1 & 2 story--Block-outs--Elect.Ground 3. Piers --Fireplace Footing & Steel 4. Plumbing--Drain--Fall-Fittings--!Trapped in Concrete 42" test ED 5. Water Pine --Test & Anchors 6. Electrical 7. A.C. Ducts--Clearance--Proper Material & Supports 8. Girders--Sills--Anchor Bolts--Joists--Vents 9. Sign Job Card ALL OF ABOVE COMPLETED [j EXCEPT e Signed: Date: Y ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD Signed: Date : e 0 RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN BU ILD ING PERMIT NO. o:79 g� P A:P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if.not applicable) INSULATION: Slab Edge. /U 0- Fdn. Walls Floors - Walls 9-11 ✓ Ceiling/Roof R-Iq ✓ Ducts ✓ Circulating Pipes A/10L APPROVED HEATER /J10, -- APPROVED WTR. HTR. A JQL GLAZING: Single Glazed ✓ Special (Insulated) n.,10 CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. ✓ BACK DAMPERED FANS ✓ INTERMITTENT IGNITION DEVICES eV�a CERT. APPLIANCES N- I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO.. - THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name e ,, C _ ar der rS Signature of j�A.& (please Z p Insulation Applicator J State Contractors j License No. Dc General Contractor/Owner Name (pI *e print) Signature of General Contractor/Owner Date Z State Contractors License No. 0 or— Mc4ZsD1A►��. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. V71y/ � NO. 971 -76B -,E �eT-0..n'4+5ERMIT PERMIT EXPIRES -W , 'OWNER Wesley Harder / owner �;ONTR. / d (2, F, &VC4.03 OCATION (A.P.. 44-03-114 a 04Jr //V 5ej4 ?7dn/ CiE,4 N/S Guynn Ave., mi. E. of Meridian Rd., Chico Ri" 61- ;c p. l • i V ' y<: 4 7 Temp. Power ole Called P &E Temp. EI . Serv._ Call PG&E�' Temp. as Serv. Iled PG&E J B G v INALED (Signature) COON T OF BUTTE = DEPARTMENT OF PUBLIC VORKS BUILDING INSPECTION RECORD Framin - (o , Test Water Htr. Stucco Final ::�lSubpanels Y ?,4 'Aa� Mesh MECHANICAL Grd. Fault Prot. - ---a 6 •-> G Scratch Heating //-- Brown fCooling 14 Finish Ducts Q BUILDING BUILDING (Cont'd) Door Closer PLUMBING Setback Firewall Soil Piping DATE Forms Parapets 1st Floor Main Bldg. Restroom Finish '- ® 2nd Floor Footings & d- 7 42 Windows 3rd Floor Stemwall --/ Sidin ` - To out "' '' Slab --r Roof Sheathing Water Piping - d Piers - Roofing Sewer Garage Fdn. Vents ^ 20 4v Fixtures Footings Garage Vents Water. Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test ... Temp. Gas — Slab Final (- SanitationLFL / 17 (VfcM Airo%FL Patio FIREPLACE Final Footin s Footing ELECTRICAL JAw" Throat Rough Reinf. Steel - - Final Fixtures _O r Bond Beam FIRE.SPRINKLERS Motors Framin - (o , Test Water Htr. Stucco Final ::�lSubpanels Y ?,4 'Aa� Mesh MECHANICAL Grd. Fault Prot. - ---a 6 •-> G Scratch Heating //-- Brown fCooling 14 Finish Ducts Q Interior Lath Ventilation Door Closer Final DATE REMARKS OR CORRECTIONS Service Temp. Pole Underground Permanent Final / / l T . ,�-�✓ �� ��� .�� ala 21.Ch,�� ✓ ����� �c�..�, Q 0 1 Ta 5L,(12>Fkod/C o ^fo i C o 0" c ons 9 H?vQaJ 1-1 5 9; P -V tPY `� � M5` 7 9-0 of DAE M�C�l 64(5?iv�s A. 1 0 f -- -A Z> ,v �ee.�5S�� ,r�orly� 5 0 "V u ,?-.P0-76 r ®,E d' IMI kzl ,�r ,4i -n P &aA is_�q'D :-Q_-� �� C (NOTE: An entry must be made on this form each time you visit the job site.) 1 COUNTY OF BUTTE — OEPA.RTMENT OF PUBLIC WORKS 7 County Center Drive — Uroville, California 95965 Telephone:' 534-4541 ;/J7, APPLICATION AND PERMIT 01 it BUILDIN OwnerZ&t=,rs !�tSQ. FT. OCC. ILDING VALUATION 0 Mailing Address © c9it/ OA phone No. S % Contractor Ar � jL Fireplace Total Valuation Mailing Address Permit Fee Plan Checki ng Fee &/or Penalty Telephone No. Permit Fee $ O Building AddressS ��� PLUMBING No. @ FEE PERMIT FILING FEE $3.00 (/ S Each Trap 1,50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. �� Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W. . Sa Ion Fire Dept. Fire Zone I Use Permit Bui.lding sewer 5.00 EQA Parking ns Parcel Declaration. Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 B dg. Plans Rec'd Parcel Approval Plans Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEEPERMIT FILING FEE $3.00 b Q Main service io°o AMP ORV OR L LESS5.00 Main service EA. ADD'L too AMP 2.50 Main service R 600V 1OOOEAMP OR LESS 25.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service/ EA. ADD'L 100 AMP 1.00 NEW CONS.OR ADDNST \ ACCLBLDGS / ) 20Sgft NEW CONSTR. (MULTI -OUTLET" NON-RESID. 1 BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. 77 CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)50 Mzsc BALI FIXED APPLNS. Ex. Occup. (OUTLETS ((RESID.)REA) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee \ \ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of Butte a certificate of 'workmen's Compensation Insurance. \aICI' I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property fo inspection purposes. X X Dat % TOTAL PERMIT FEE 0 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. DIRECTOR OFftBLIC WORKS Signat:��ermite;4 Agent IC%v�JpF<j By Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Golden rod-Applicantilding permit expires Date 7-,7,-7 TO: BuildinCi1Depa'ftment w FROI4: Environmental Health tj RE: Sewage and/or Water Clearance 03 OWNER LOCATION A.P. Has been.approved for �iA GIZ F S TER SUPPL Sanitarian DATE 34 'COUNTY OF BUTTE — bEPA1RTMENT OF PUBLIC WORKS 7411 7 County Center Drive - Oroville, California 95965 7(o Telephone: 534-4541 ��/� APPLICATION AND PERMIT - au L11V­V 1UP1U0ci1LGtIV a UI Ue UUUnly UI DUlle tU elllef UPUn lne above -me tioned property fo i spection purposes. WA 51 ^ Date `� Signature o Permitee or Agent_ Receipt No. TAT J C.J White-D.P.W. - Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS By Date Building permit eaa Date BUILDING Owner �`' 2 �/� SQ. FT. OCC. BUILDING VALUATION Mailing Address T �•4 P 9, � � Fireplace Contractor C.c] Al Ey Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee �. U v�� Building Address s' PLUMBING No. @ FEE PERMIT FILING FEE $3.00 , _ 6 Each Trap 1.50 Q 5-0 © okl4 b Repair drainage or vent piping 1.50 Water piping 1.50 C (� Each gas water heater or vent j 1.50 A. P. No. © Zoning & Planning Gas piping system 1 - 5 outlets 1.50 S� Each additional outlet .30 W. Seflitetitsr,' FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans ec Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER LR ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00300 /.Ce 4---, V e /i✓ // Main service 100 AMP ORLESS5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ Main service 1°ooER 600V AMP OR LESS 25.00 Main service EA. AOD•L 100 AMP 1.00 NEW CONST. OR AODNS. ( ACCLBLDGS.LING CCUP, &) 2¢Sgft NEW CONSTR. MULTI -OUTLET NON-RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS .&) NON.RESID, t SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St le of: y > Ex. Occup(OUTLETS OR FIXTURES)@25C 100 Ex. QCCU FIXED APPLNS. OR P• OUTLETS (RESID•) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. iring 6.25 i S 16 L� T. C, � d I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 5,60 Heating Cooling 7S� Ventilation Hood Permit Fee s77-3-6- SD $ n I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE S� au L11V­V 1UP1U0ci1LGtIV a UI Ue UUUnly UI DUlle tU elllef UPUn lne above -me tioned property fo i spection purposes. WA 51 ^ Date `� Signature o Permitee or Agent_ Receipt No. TAT J C.J White-D.P.W. - Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR PUBLIC WORKS By Date Building permit eaa Date . n CERTIFICATIONS _ As required by the State regulations, both the'. builder and the insulatiu• applicator must sign a card certifying that the proper "R" values for all insulation locations have been, installed. An example of a certification card, which is furnished by the builder'or insulation applicator is shot;l i in Fig. 13.' THIS IS TO CERTIFY THAT INSULATION HAS. BEER INSTALLEII IN CONFORMANCE VITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA. IN THE BUILDING LOCATED ATt —703 ree J o mer^Tract No. EXTERIOR HALLS Hanufacturer wWP/USCQ Thlckness/Type�/ Z R Value CEILINGS lI Batts: Manufacture rp�LROJZ00ll Ickness (0 R Value �— Blo"t Manufacturer ' " " ' Thickness' " " No. Bass* Yt./Bag Sq. Ft. Covered R Value FLOORS 1I Manufactu"e 02ros CQ 2-047hlckness/Type R Val'o E� .. SLAB ON GRADE Manufacturer Thickness/Type R Value Width of Insulation Inches fONNDATION WALLi ManufacturersThlckitess/Type R Value GENERAL CONTRACTORTl'OR UZS q(RD' e, (/Gi -Ax e) LICENSE NUMBER BY Z TITLE Ow IV2 DATE INjjkLA1TION/ C� MT.RRA-CT11O'A_ SA /V1 e LICENSE NUMBER . 6Yl 1 1OtfRli _ `J MSJ -%n vT-n r el[ I i County of Butte DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville Phone: 533-1230; Ext. 259 CORRECTION NOTICE r� Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. W V f`7 5%�� :Inspector-----------------------------N<....�._.. Date -•---------------------------•------------ - A- PERMIT NUMBER B 838-73 B,P,EjM P E PERMIT EXPIRES ,TOWNER Robert D—Ballinger k '�CONTR: owner 44-03-1 LOCATION (A.P. n/s GAynn Ave. app. k'Ti. east of Meridian Rd., Chico COUNTY OF BUTTE "7 —' L - Department of Public Work's BUILDING //INSPECTION RECORD /J Zoning / Setback. �f — ` ,,Forms Foundation Piers & Girders 4, 1 %3 '.Fireplace' Rgh. Plumbing % Bond Beam Lath & Plasters i-1 c d✓` / Rein. Steel Gas Piping & Test /Q- �L -J-73 Found. Vents / �w y Framing Pimg. Topout 0-L % -5 Rough Elec. Wtr. Htr. JO ' Z -2-73 Furnace &2- 2-3- 2: Kitchen Vent Firewall 1 d - 2-3-"7 Z Garage Vents JU.. 2.3- % Sanitation & Water ELECTRIC GAS BUILDING Temporary. Temporary Cert. of Occup. 110" Final j/J- 7- Final ^-- Final DATE REMARKS OR CORRECTIONS i'c�•f �s-c7u- �� G �a� r� �11a t� � -- Z� - � � J�Lo �arl� fti ) � c.s ��,� a a'�� ��-.v�.�c �� �,c�N�lro;z-. 4�,j•- C�-.�c,��•�o--tet .. . Q>1/�77 c x --'7c � �C `/ OL lb' /z 3 &q e- 5 Z1 6 0 36 P5 n COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT Signature of Permitee or Agent By Date Receipt No. �-eld 7 - Building permit expires Date �Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant BUILDING Owner °z SQ. FT. OCC. BUILDING VALUATION Mailing Address ��,-Lo49,j Z Telep one No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 oy Repair drainageor vent piping 1.50 Water piping 1.50 .s Each gas water heater or vent 1.50 A. P. No. �- 67 i Zoning & Planning Gas piping system 1 - 5 outlets ,- 1.50 0-cj Each additional outlet .30 _/ FSS W.C. San tion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking 1. Plans I Parcel Declaration Parcel Ma P 60' R/W Im rovements p Lawn sprinkler system 2.00 Bldg. PlansRecd Parcel Approval Plans Approval Permit Fee NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more Mian 12) Z.ry Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook"ap or Qi en 1.00 2--" Water b+6ter or Space Heater 1.00 �= Light fixtures 20 bal ago R ., swig s & fix ourl' is ,y Jrl CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hd6d, Ex. ReFi or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditions or heat pump /,SL Water pump Ygyp, f" Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ SS' WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. pQ� I certify that in the performance of the work for which this J�1 permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE — $3.00 15r Heating�y of Cooling Ventilation Hood.r, 76 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date " 3 TOTAL PERMIT FEE $ 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. DIRECTO OF PUBLIC WORKS Signature of Permitee or Agent By Date Receipt No. �-eld 7 - Building permit expires Date �Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Mid Valley Title and Escrow . Company 6139 CENTER STREET PARADISE, CALIFORNIA Affiliated with First American Title Insurance Company Please Direct Reply to: Phone 8774471 183 East Sixth Street - Post Office Box 3039 ❑ Main Office, Chico 1751 ORO DAM BLVD. Telephone 342.8323 OROVILLE, CALIFORNIA ❑ Branch Ojfue, Paradise Phone 533-6680 CHICO: CALIFORNIA 95926 ❑ Branch Office, Oroville March 22, 19.73 Butte County Building Department County Center Oroville CA 95965 ATTN: Mr. Sweet Gentlemen: In regards to property in the name of Mr. Ballinger, formerly AP No. .01�1.�.-03-0-011-0, being Lots 1 and 8 and the Iksterly half of Lots 2 and 7 of the Tokay Tract, a legal subdivision, recorded on December 11, 1908, in Book 6 of Maps, at page 23. Almost from the very beginning, this parcel was described in this manner. At any rate, as long ago as 1936, in Book 167 (copy.attached), Mr. Harry W. Skillin acquired title in this manner, and more rece,natly, Mr. Alfred H. Skillin, et.ux acquired title in this game manner, recorded in Book $76, page 212, March 20, 1957• We have enclosed copies of said Deed'. Very truly yours, MID VALLEY TITLE AND ESCROW COMPANY Robert E. Cook Vice -President and Title Officer REC/ecy Enclosures O�JI 87 !212 GRANT DEED (LadhMaal) . I / - -- Por'valuerecalved ' Alfred Skilling also knows as Alfred P. aillin OBAYT..B_"_.to . AL!ltLD H. SXML21 ind VILNA G.. SEM=. husbard and wife ill that real property situate In the u ' Ceunt7 of Butte _ "S tateof California, deeerrmd u follow: I'+ lnrm Allotment f. $4 Subdivisional. Plan,Tbird Unit Durham State w ! Land Settlement ea mors or leu. ' 0 i ag Lots 1 and 8 and the Past half of Tots 2 and 7, 'ss shown on that cy rl certain map entitled, "1'okay Tract', which map was recorded In the office of the County Recorder, of. the County 'c Rutto, State of California, on necember lit 1908, in Book 6 of Naps, at page i lr, Commencing at a point on the yasterly line of the T.ott Road as 11 l"A shown on the Official map of the Durham State Tand Settlementa f distance of 417.9 feet Southerly from the Southwest I corner of I P►rm Allotment No, 72 and running thence Southeasterly or, a L'ae j I parallel to theSoutherly line of said Pare Allotment No. 72 a + J ' distance of 943.8 feet to the 'Westerly line of lllotsert '(o. 74; thence Southerly along the last mentioned line a distance of ! 471.9 feet to the Northeasterly corner of Allotment To, 90; thence Northwesterly along the Northerly line of Allotment No. 0' a distance of 943.8 feet to the Easterly line•of aforementioned' I T•Ott Road; thence Northerly along the last mentioned lire to the point of.Eeginnirg, containing 10 acres, more or less, and being part of the Mott Tract•, according to the mapoftt.e I B. V. Durham Pstate Subdivision on file in the office of the 1 County Recorder of the County of Rutte, State of Callforni Dated._....__Mz9h..l8. .................. tp.S.7....... Alfred..skill ......... v .... ................. sTATa or caurowcuo j " • so' rat `Al rej H.' SRllllri I I ..RuLLa.. .. ................... ..._.._........... ........ f Oe....;SaLCh.. 18 ►... ...... ....E.._Si �y ' :' orlon ev.��e._T ._TraCY_.. _... _. , • \'orery hDlwr Por IirtordKe Lr On, Ir 1 . 7. 1. a -far weld Qrr.rr•% eM Sfefr, rrr,owefl% epw.,,d .... i ".5 • ) i R'ECCROED AT TRE Pt QUEST Or t ..... .. _.. ORCVILLE TITtX CCAdF ALY- ! Ct O�JI 87 !212 GRANT DEED (LadhMaal) . I / - -- Por'valuerecalved ' Alfred Skilling also knows as Alfred P. aillin OBAYT..B_"_.to . AL!ltLD H. SXML21 ind VILNA G.. SEM=. husbard and wife ill that real property situate In the u ' Ceunt7 of Butte _ "S tateof California, deeerrmd u follow: I'+ lnrm Allotment f. $4 Subdivisional. Plan,Tbird Unit Durham State w ! Land Settlement ea mors or leu. ' 0 i ag Lots 1 and 8 and the Past half of Tots 2 and 7, 'ss shown on that cy rl certain map entitled, "1'okay Tract', which map was recorded In the office of the County Recorder, of. the County 'c Rutto, State of California, on necember lit 1908, in Book 6 of Naps, at page i lr, Commencing at a point on the yasterly line of the T.ott Road as 11 l"A shown on the Official map of the Durham State Tand Settlementa f distance of 417.9 feet Southerly from the Southwest I corner of I P►rm Allotment No, 72 and running thence Southeasterly or, a L'ae j I parallel to theSoutherly line of said Pare Allotment No. 72 a + J ' distance of 943.8 feet to the 'Westerly line of lllotsert '(o. 74; thence Southerly along the last mentioned line a distance of ! 471.9 feet to the Northeasterly corner of Allotment To, 90; thence Northwesterly along the Northerly line of Allotment No. 0' a distance of 943.8 feet to the Easterly line•of aforementioned' I T•Ott Road; thence Northerly along the last mentioned lire to the point of.Eeginnirg, containing 10 acres, more or less, and being part of the Mott Tract•, according to the mapoftt.e I B. V. Durham Pstate Subdivision on file in the office of the 1 County Recorder of the County of Rutte, State of Callforni Dated._....__Mz9h..l8. .................. tp.S.7....... Alfred..skill ......... v .... ................. sTATa or caurowcuo j " • so' rat `Al rej H.' SRllllri I I ..RuLLa.. .. ................... ..._.._........... ........ f Oe....;SaLCh.. 18 ►... ...... ....E.._Si �y ' :' orlon ev.��e._T ._TraCY_.. _... _. , • \'orery hDlwr Por IirtordKe Lr On, Ir 1 . 7. 1. a -far weld Qrr.rr•% eM Sfefr, rrr,owefl% epw.,,d .... i ".5 • ) i R'ECCROED AT TRE Pt QUEST Or t ..... .. _.. ORCVILLE TITtX CCAdF ALY- BctAeen- 11s, f ih,- fr.t A�-�r ------- P, C[. 11, WITNESSETH. TI_L 11, ji,j pirt4"-f th - f.mr 1,trt fvr,00 J. 1-1 �t 1, of Am n t Zo -.-A 11. build I I IF - -11 of 0. r I -f 4,"1, d,-_ by tjj­o 11n •'rf" Cr alt, 'I, roxit-) r,wl -Orit, itsit, lb. 6, 1 I .'r"I till th I- _It,Uj,t .'f 1.1ill IltUAtl 1.1 'fig I.If I- I till ,t.t or &1i I pwt, -vil 1% &—t-0.0 .sj.,f it Z1. Z—f _A. Za! TOGETHER 11 se I -gnprdmr Mr t mtol w lit at w"v apio-r. - I t'; rov.-r-m tjj reter.."Imm, rtlj.,litAl,r jLtA rLotalptivir., r,nl,, iwie% vid pmflt% thirmut. T', H4110 end to II(M r',' awl blucu!sr The ii -I pn miw, t.. -then w-lk the appurtrilatirm until the %%0 party thr ­vcl F.rt, i!I rnTnE= WHEREOF, It 4 A Im,". hlretim,. i Iry Iw rwI at &* I it Ir, 02 SIA PERMIT NO. P E M MH1622-%4P,E PERMITMIT NO. PERMIT EXPIRES / �/ �J `/ -'OWNER Linda Ballinger CON TR. Owner `LOCATION (A.P. 44-03=114 t NIS Guynn Ave., a mi. E. of Meridian Rd., Chico 1 IAS '5 IL A i • II S l • r Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) Setback Forms Main Bldg. Footings Stemwal I Slab Piers Garage ' Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel Bond Beam k COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Gara a Vents Water Htr. Prov. for physically handicapped Heaters Appliances Conformance of ex. structure Gas Piping & Test Temp. Gas Final Sanitation FIREPLACE Final =F_� Footino ELECTRICAL FIRE SPRINKLERS I Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE /� USE , sArm'"C REMARKS OR CORRECTIONS 14-oc.ds�E:t s COUNTY OF BUTTE —' DEPARTMENT OF PUBLIC WO K 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentionedpropertyfor inspection purposes. % X 12 d/►'f�(�l `to Signature of Permit'e'ee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. DIRECTOR 0 UBLIC WORKS By ate uilding permit expires Dale ................%? -... ... `1 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 12 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent - 1.50 A. P. No. –. '— yZoni g Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fes W.<Ja ire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking ParcelP p Plans Declaration P , 60' RW P rove nts Lawn sprinkler system 2.00 B d �6Qarceel A r PIa s Approval Permit Fee $ $ (1 CV NEW ❑ ADDITION ❑ UTILITIES 0f' THER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 3 Main service incl. 1 meter '� o Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home [Zj" Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bol do Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 1, ZIP Temp. Power Pole 5.00 License No. Classification Misc. wiring ` I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ j (� WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of W rkmen's Compensation Insurance. .t,11 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation E2.00 Hood Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE W authorize representatives of the County of Butte to enter upon the above-mentionedpropertyfor inspection purposes. % X 12 d/►'f�(�l `to Signature of Permit'e'ee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. DIRECTOR 0 UBLIC WORKS By ate uilding permit expires Dale ................%? -... ... `1 Septic systemnd locatioriIW to be as Coln y Health Dept.Cruments. r i. 11 utility" connections s al.l be ocated within 4 ft. outside he ar third section of the mobil h e Oon the left (road) side of the mo He "me. i backs all be 5 ft. from the side property lin and 50 ft. from the centerline of the G6,aN ermitting a maximum of a 2 ft. eve'. overhang. N, r .1 r k71TE COUNTY BUILDING DEPARTMENT APPROVED l 1 T k71TE COUNTY BUILDING DEPARTMENT APPROVED S 11 E P LAN v FL 400 ZdNe X Z W yQ - W aS� xMLO i-• �- a `j\g oZ PLANNI G DIVISION • BUILDING PLAN APPROVAL 9 , . Q�� Use• ld - .... 70 ' Date: _ /z 0 I] C X 15'x1 NG. w Parking: __Landscaping: _. Other. _ No�SF Q• � PROR>SED �! Signature: eL� ' 5Ti> AGE 30 e)QST) n46 'x4 Q L+ . - Lu -D (.V9 -W AY 1_1Qthv BUTTE: .. APP'l.� SES 0 207 S .. ._ .. .. _.. .. r........_.. ..............LN�PHY5ICAL ZA9 C57NT .1 - _ ......�.. .. .. .. .- .. . .. .. ..S ..k:: Assessq; s Parcel Number: F-00 & R61 0 [K� & 0 er NameW SL.EY RDS ie. Atidr-ass I Phone W'. y(AID T to C3Coi3�F�Si She'Location k, R 95973 - C�onfad- Narnp.A.4. c s 14 ARDaz FOR OFFICE USE ONLY.... _ PROMDE FOR ALL ADJACENT PARCELS Zoning:,S9ZE (AC), Size, A� . CHEM PLAN: U,5ES: ,�. ,. ,. � _.., ,. ,- .. .. _... .i} .. .. i x, ,...., p ., .. r r a1 , � 4 �. ., � � .. ,. . i ., + � � , �f ;, , ,� , , .. _� ,, C� `�d� � q � � i �. 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