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HomeMy WebLinkAbout040-100-062v N W W O N w — — (N. 00018'25"W.) M, R2, R3, R6 (N. 00°18' 00" W.) Ra, Ps r N. 000 18'25" W. 178.41 ..� .r / I ( I '� 1— 172.41' I I � i I r 1 }' ,, o �'GD ry r iZ / Z N O, co N I T q Ig I mco � p oN I n N. 000.18' 25"W. `T 179.12' p � � N L N 0) °° \\ d a- O- \ eb\ m � O V I � { o D +o I � D rno o 1, m (1271. 40') R2, R3, R6 1271. 52' — -- (120.86') R9 120. 87' c � -a 'o �1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT o. (Rev. 12/96) APPLICATION AND PERMIT c??-` M .ASSESSOR PARCEL NUMBER 040-100-062 ZONING BUILDING PERMIT 7 OWNER JOHN RICHARD WENKER TELEPHONE 893-9004 SO. FT. OCC. BUILDING VALUATION 1800 Sq F4 11 32,400.99 OWNERS MAIUNG ADDRESS 545 CROUCH AVE CONTRACTOR'S NAME . OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 32,400.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 304.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 197.60 BUILDING ADDRESS 1841 MELLOW WAY Energy Plan Checking Fee $ DURHAM $ PERMIT FEE s 521.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 3 1 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: gHOP- RV BOAT STORAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 101.00 ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. W -.I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. DWE200ALLING OR ADDNS. ( a ACC. BLDs. SO 3.5¢FT: 63.00 NEW CONST. MULTI -OUTLET NON-RESID. C CIRCUITS 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 940 SO UN Ex. Occup. OUTTLETS(RES o.oEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ $3 , QQ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with those provisions. fo�_ MCy� X __ Date CC Signature of Applic t - ❑ Owner ❑ Contractor 14 Agent An OSHA permit is r quired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ c co Tv Pt TOTAL FEE $ HA!. D. FEE FLOG C VCEL UE 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. By1,20Date _ PERMIT EXPIRES ON �Da1s �- Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7!vvr�;:i��".%sy,i'�*vpR'fy•T'L`^"/M.l+a�t7�•e�"i7s.�,r.w�,$�,,,�n+{'ry�i!�i1X1Yi+y��,��."+y;�q7�t.'�Jitr.��S+4p/��"#r+,.y:,l.....^...� ..:.r...'... .n �L�:.`h,V COZNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION, V' w•n f • , 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET /OWNER: WW I ASSESSOR PARCEL NUMBER: D D 1 1 D 0 "V (OD— Proposed Building Use: Building Inspector: Date: !3--77-9M: At 3--— At time of permit application, I Qvas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ El --------------------------------------------------------=-❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. ---- O 8. Hazardous Material Form. ------------------------------------- El 9. Manufactured Home data and installation —yinstructiolns4_9 cluding Tie Down Specifications .------------------ ---------------------------------------------------- ` « . ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- r', 6 *3-Flood elevation certificate. ---------0,)A ----------;-------------------------- ----------------------------=---=------- VW4. Sanitation and plot plan approval l� �iCZrHealth Department. —=,-------------------=------ - �1, ----------- a/1 48 ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------------- -------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- Ell 8. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- . Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). -------------------=--=------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------=----=- . Owner -Builder Verification (Given to owner 1)1; Mailed to owner 11) - -------------------------------------- 4. Letter of signature authorization.-------------------------------------------------------------------------------- w 1325. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- . ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------ f When you issue theermi process as follows 11 Mail to owner, sil do contractor. "^ C1 Telephone g� � Ci Co q and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent'D Health Department, ❑ Fire Department, ❑ Air Poll ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: l . Iridex pemm application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. APR -30 98 10:47 FROM:GOVERNMENT SYSTEMS 310-512-4128 TO:5308991038 PAGE:01 L - c.. John 110wrd and Eunice Wenker 2644 wee, 23161 SLrW Tonramr. CA 90505-3144 Pkumo 310.325•X461 April 30,:1998 Butte County -- Building Division Department of Development Services Facsimile 530-899-1038 - And/Or: Butte County -- Division of Environmental Health 7 County Center Drive Oroville, California 95965-3397 Dear Sirs, We, John Richard Wenker and Eunice G. Wenker, owners of the property at 1841 Mello Way., Durham (AP# 040-100-062) give Casey Swaim and/or Kathy A. Swaim permission to act as our agent for the purpose of, obtaining permits, performing work, or subcontracting tasks for the design and eonstruclion of is steel. reinforced foundation and stab, metal shop building with office/bathroom, and any related septic modifications on that property. We submit this by facsimile transmission and follow up by U. S: mail with a duplicate to the Swaims. Sincerely, J hn Richard Wenker Date Eunice G. Wenker Date Attention Property Owner: An "owner -builder'' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the n*or�or and materials for construction of the proposed property improvement : YES[ NO[ ]. 2. I Hv AVE[ 1 HAVE NOT[ ] signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ A, A 1 ADDRESS: 5vl ,W L)0, 6LdeCITY: ( cc) PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAME: ADDRESS: CTTY: PHONE: CONTRACTOR'S LICENSE NO. !::�ofQIS S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NA1IE ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: JGL SOCIAL SECURITY NUMBER: DATE: 5--7-C?-3 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. Mav 191) This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 , O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance f requirement h ntf ordinances, to orm is used only to provide elevation information necessary to ensure compliance with app community floodlain management determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME v M r, STREET ADDRESS (Including Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER tit F_ I _ t, O LjA.-e — FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) I00 - O tv Z STATE ZIP CODE CITY CA 5°138 DU)zPAM SECTION B FLOOD IN RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): ri.OMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. GATE OF FIRM INDEX S. FIRM ZONE ti. (BASE in AO Zones.. use depth)N ro 0 o I-� o ZZS d 4215Pr z 19 1 1`I e� A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (3FE): ❑ NGVD '29 Other (describe -on S. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this boding site, indicate L4 5 the community's BFE: ! 1 I-1'3,I�feet f�GB(or other FIRM datum -see Section B, Item 7) SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I ! :11 ?� feet (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of LL_i_ i ! ! .l j feet NGVD (or other FIRM datum -see Section B, Item 7). _ (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I, i i ' feet above 1 or below C (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is Ll ' •i feet above V or below L l (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? I Yes 0 No ❑ unknown s 3. Indicate the elevation datum system used in determining the above reference level elevations: ill NGVD '29 CS Other escrlbe under Comments on Page 2). (NOTE: 11 the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section 8, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑Yes No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction Z construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet hays the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) US US 6. The elevation of the lowest grade immediately adjacent to the building is: ' '11 feeLUG445 (or other FlRfvl datum -see Section B, Item 7). _ SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level ir�dicatedectior>• C,�Iterlrtpflq is not the "lowest floor" as defined in filA community's floodplain management ordinance, the elevation of jFlt bu""il��ing s "lowest' �_i i I i feet NGVD (or other FIRM datum -see Section B, Item 7), ; , li } Iloor" as defined by the ordinance i:; ; „r ­ctmrtinn nr ,:,. ,_tnntlal improvement -- — SECTION E CERTIFICATION , This certification is to be signed by a land surveyor, engineer, of architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with SFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign i;he certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. Thegram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this cerlficate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by' fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'$; NAME LICENSE NUMBER (or Atrix Seal) MA.2K-S �yA.MS RGA 34251 TITLE COMPANY NAME Gt\/IL ErlG,ttJEEl2 • �._; IJo?rNS�. rAR-EAG-I►rf-5P—itJL1 ADDRESS CITY STATE ZIP 20 DEC LA rtOiJ R -I F- (-0 16,0 GA g5q"13 SIGNATURE DATE PHONE 4--`-q 1. Ito- 893-lt000 Cop1�eA�ihould be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. �..: Reg, Expires 9.30-99 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v ZONES ZONES A t' ZONES BASE FLOOD AWACENi fiEFEREN OFUOE LEVEL A v The diagrams above illustrate the points at which the elevations should be measured in A 20nes and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal Struc'.ral member. Page 2 October 29, 1998 Dick Wenker 2644 West 231st Street Torrance, CA 90505 utte Count, L A N D O F NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 97-1716 Expiration Date: 11/03/98 A.P: # 040-100-062 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for '/Z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year.from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required befoieo=Ipan y. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Chico office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, 4ce C. Vira, C.B.O. Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 (Rev. 12/96) 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 040-10-0-062 ZONING qR-1 BUILDING PERMIT OV`JUHN RICHARD WENKER TELEPHONE SO. FT. OCC. BUILDING VALUATION °WI5 TVfflf'�31ST ST, TORRENCE CA 90505 CObWff NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 2 ORWINAL $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS IR41 MELLOW WAY, PURHAM Energy Plan Checking Fee $ $ PERMIT FEE $1/2.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SHOP SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other X3 Describe Work: IST RENEWAL/98-0874 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service *.AGR LESS 23.00 ^ LICENSED CONTRACTOR'S DECLARATION An/ I hereby affirm er penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. u X it's Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOOOA 46.00 NEW CONST. DWEwUC OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.5QFT: �µq °�Ip MULTI -OUTLET U. @7.50 POWEPUS 6 SINGLER AOUTLETPARATCIR. Ex. Occup. OUTLET OR PDRURES BAL 9I.S5OFIXED. Ex. Occup. O.RLNs°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 172.00 HAz. I D. FEES IMP I FLOOD CDF PARCEL PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 6/18/2000 ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES .. RESIDENTIAL ' r 04 0 0.62 j 03-3482 f PERMIT NOI SWAIM,'CASEY & KATHY 84 11 MELLO WI'; DURHAM ` Cont: CARE FREE POOLS IN GROUND POOL#502-01 i Y hh1 y . orl' SPECIAL CONDITIONS CHECKED BY XRA moi ' FLOOD CES IFICATE REQ. r FIRE SPRINKLERS REQ. to SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i I ' . t .Y f t JOB FINALEDto � A r Signature ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zonina Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh ' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s MAI j /C-5-< etback :Easements Compac i tr a St bi' 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Enclosures; Conduit Entries -Terminals -Listed Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval f Plu b.; Cir. Test -Water Supply Test ight Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I nfi Itration- Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except We 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive 0 Yes p NoMalks ❑ Yes p No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 ,I PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �.•' 03 _2' ASSESSOR PARCEL NUMBER f 040-100-062 ZONING A-10 BUILDING PERMIT OWNER �' SWAIM. CASEY & KATHY TELEPHONE 893-9003 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 1841 MEUD WAYO DURHAM 95938 24 /y00�/� (� 0.00 CONTRACTOR'S NAME CARE FREE POOLS TELEPHONE 342-4639 CONTRACTORS MAILING ADDRESS #9 ALYSSUM-WAYO CHIQO 95928 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 24 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS I Plan Checking Fee $ 23 .00 BUILDING ADDRESS IR A Energy Plan Checking Fee $ $ PERMIT FEE $ 286.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IN—GROUND GUNITE POOL MASTE'Et # 502-01 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 4 1 Main Service 200A EO.A OR LESS OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class C - 5 3 Lic. No. 3 Q OWNER -BUILDER DECLARATION 'I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. OR ADDNS. ( a ACC. BUDS. so 3.50 FT. NEW CONSNON RESID.T. MULTI.OUTLET CIRCUITS 07.50 —BRANCH POWER APPARATUS & SINGLE OUTLET CIR20 . Ex. Occup. OUTLET OR FDLTURES BAL @ I.50 Ex. Occup. OFIxNTEE' A pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEOW PERMIT FEE $ 30.00130.00 50.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. V,orrave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers/' cc pensation insurance carrier and policy number are: Carrier -cy�+td-.t�./ ;. Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall —forthwith comp:(y with those rovisions. X E/� n� ,iuC1/ _ Date / �� Signatur� plicant - ❑ Owner MOContractor ❑ Agent/ r An OSHA permit is required for excavations'over 5'0" deep and demolition or construction of structures over 3 stories in height. .01, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ , Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 371.02 HAZ ,,,► D FEES IMP �,, I FLOODCDF A �t PARCEL v PO HD IS U 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. �f By ti �,'� ..., ( Date I `\< \ / L 5 PERMIT EXPIRES ON��- Date Receipt No. .37 y77 37 + - 00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT «%m " 4��..i��'r+2 +1F!.�ii��YAT� wTr "" -•s'Y'Yr.fiSf'1!'•t...�ld^r.'tr9AY-'h rfl�.l .,�'i�AY�' T•'�M��'I"•/t'/ L"H ; 1 ' �tl COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street • Chico; CA •,,(530) 891-2751 Y 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. f A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ti. I�Or1 i1 IrP IM.pe�..� !tl't•✓ ��V1)�nln�D:„7 I Jl 1` IW� I�/7�_`ti REV 10/92 V i Y ' REV 10/92 V !] COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indi es th a to wifig tions of butte county Ordinances exist at the above address and ouId correcte . Potice this office when correction of work is completed. I( yo ave a questions er this matter, or need additional explanation, please conta his offic immediatel b1� .S 1-e Ct,1 I V, _k'o REV 10/92 '�.....-�.. -T. •-vti-.-w..+�...:r.++'tc....-tin.a.'""'�.-+S.�w�..--..-.,-v�.-"Y7�'..,.-r'.w>•.'�"'-c\,T"✓11"T31''�s-.r-"x`n. _ ,r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street ,'Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE SW a, r -k7 03 -3q OWNER PERMIT NO. A routine inspection indicates that the following' violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. X IN e�1 07 ouorck,�el f 5 lam t'o -;,2 -e S C 0 (-/, (f C- T1 /) iLl REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. -If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. fQ Date `T4 `9 Inspector REV 101d2 16�v COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA* (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the - above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541. CORRECTION NOTICE OWNER p�anniT tin A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t s/ T' 1� RESIDENTIAL Y `t 040-100-062 jP RE MIT #98-0874 j`. ,y i PERMIT Nl;,, WENKER, JOHN RICHARD•' 1841 MELLO WAY, DURHAM 'I PERMIT E),; -NEW SHOP/RV-BOAT-STORAGE OWNER CONTR. . ASSESSOR PARCEL •LOCATION { i. • �y . { CHECKED BY SRA ' FLOOD CERTIFICATE REQ. t FIRE,SPRINKLERS,.REQ._ _ - SPEC_IAL INSPECTION ITEMS, Temp. Power Pole - Called PG&E Temp. Elec. Service �- Called PG&E - ii . `Temp. Gas Service t}' Called PG&E JOB FINALED (Date) s Signature (s 4 - Y V=OK O-= Not OK Not Not ReadyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location-Test-Fall-Ci"oncrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / / UtL / /Nat. or/ It -"ft./ /LPG 7. Electric, 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Sim -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric, 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0= Not OK RESIDENTIAL (Single &° Duplex) - = Not Applicable Not Ready Date UNDERFLOOR (Plaits) OK except #'s Date 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ N Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P' Ftg. Depth 48. 4. Ftg. Porches & Decks; SoilsSteel-/ i Ftg. Depth 49. 5. Stemwalls, Main;'Steel-Blockouts4Nrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors 52. 7. Slab, SteelVVrapped 53. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Orippies 15. Access & Ventilation 61. 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Smoke Detector 20. Shower Pan; Test, First Floor -Tub Access Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 21. Test Tub & Shower, Second Floor -Tub Access Bedroom Exiting 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size B es & No. of Conductors Stapled 26. Romex I stalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throught House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade 90. 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Date 40. Sits Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 4 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rf r. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 64. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 NoNValks Q Yes 0 No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OFBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' ._ —.,,:7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) A APPLICATION AND PERMIT 93- - I )e 2!y ASSESSOR PARCEL NUMBER 1 040-10101-06� ZONING Se I BUILDING PERMIT OWNER JOHN RICHARD WENxER TELEPHONE 893-004 SO. FT. OCC. BUILDING VALUATION OWNERS SIr.3p�q(A:MC'�E��E CH AVE v Yl 18W Sq ft 11 32,400-00 iail(d�( CONTRACT TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is 37,4UO.OU ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 304.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1841 ME1JM WAY Energy Plan Checking Fee $ $ DURHAM PERMIT FEE S521.60 LOTNO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 13 Other SPECIFY Each Trap 3 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 J 5 • TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SHOP— RV BOAT STORAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S 101.00 ELECTRICAL PERMIT Fling Fee 20.00 FILES9 Main Service zO.'A OooRLEss 23.00 L LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. NL -I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( zooA TO IoaoA 46.00 NEW CONST. DWELLING OCCUP. 3.5¢F'�. 63.00 OR ADONS. ( a Acc. BLos. V GAJ NON-RNECES D. IANCTI-OUTLETITS 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20®''00 64L SO Ex. Occup. ouriETs AESIo.oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 83.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) A I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. J p,� X Daae ( Signature of Applic�❑ Owner ❑'Contractor ❑, Agent An OSHA permit is required for excavations over 60" deep and demolition or construction/ of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection ,Fee $ tic co TYPE TOTAL FEE $ 705.60 HAZ. , D. FEES IMP r FLOO {p C F . P �CEL �` D I SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By �+— Date ,d h PERMIT EXPIRES ON Oats W �— Receipt No. WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0W/1.3/S9 12:47 kORTHSTHR ENGINF-ERING 9168942360 NO. 078 001. ENGINEERING Civil Engineers • Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville, CA 95965 ' RE: Special Inspection # 98-0874 Swaim shop in Durham To Whom. It May Concern, April 13, 1999 On April 13, 1999, 1 performed an on-site structural observation for the foundation supporting a metal building. The purpose of my investigation was to inspect the perimeter footing that had been poured. Based on my observation, it is okay to pour the slab aver the existing footing provided that it is cleari and wet and in accordance %1th the approved plans. This concludes my response, if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely, C _1 Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE_ CHICO, CALIFORNIA 95973 530-893.1600 FAX•893-2113 04/!4,,-39 09:50 NORTHSTAR ENGINEERING -� 9168942360 AjL- AE%A-r ENGINEERING E -1 -VII Englneem - Planners — GuIVOY rs Butte County Building Department 7 County Center Drive OroviLe, CA 95965 ftE: Special Inspection #,98-0874 Swaim shop in Durham To Whom it May Concern, NO. 081 April 14, 1999 It is okav per this letter to substitute #3 rebarat 24" ox. each way in the slab for the 6" x 6" x #10 W.W.M. shown on the approved plans. if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHIC 0. CALIFORNIA 95973 530-883.1600 FA7X-893.2113 — 91 D01. FROM Bi -Rite Steel PHONE NO. 342 0233• Apr. 14 1999 11:0E-aM P? , Q-NTRALWE-LD,GC-NC\�/� 4837 Paladena Street Sacramento, CA 95841. Telephone (916) 485-0195 CONSULTING ENGINEER A -ND T.IISPECTION SERVICES ST RECORD WELDER Wl LT LFICATICN Th +e'_d`r' s name Joseph A. Sorrel -# '551-17-9877 Sterno no. >? : r 9 Cit �dd_2-s 1,97 Vallembr sa Y Chico State_�z��, Zip 9544' - c klding process(es) , af,�I�+ai Are- ;51 di no, (GNAW) ;ase -metal speci.ficationAl - 3aGti.ng strip material specification A36 P no. . ' lest caateri.al thic:'ness� " Test pipe diam. NA _ Wall t?zic�a,ess p;A: �-iickness range qualified_ 1/81, th j, 3/4" Di=. range qualified_ *,a ^_ Filler :retal specification. no.A!5.18 Classification no. FR 70 S. 5 F no. F Size n -15 1 ectrical characteristics: Current DC Polarityfe'"go Volts .q . Test position 3G &' 4G Direction of welding j i Shielding gas o_ gases Cot Flow rate 2 S Cb'x LAvin(f t X11) TrailingiBacking Shiel&r Gas o:' Gases NA clay.race^ .,p ?.lir r�(fC3%h) Visual inspectirn results s r% Radiographic tett resulCs_ GUIDED -B= TESTS Position 3G POSitiCtl 4Q :es:.canducted. by Chris Kockinis Tesr no. 071891 Date 7/15/91 ae certify that the statements in this record are correct and that the test weld's were prepared, w'clded and tested in accordance with the requirerrants of AWS D1.1 Mdlp,AL AGTNCY 3y ���� Date ROB RT G. MILLIRON, P.E. Certificate i/2694 - AW S X' ROQjEfl1' G. N,{lif 14 July 18, 1991 �_ Q,nF_.,,s, ., 34/1.3/,Z-9 12:47 NORTHSTAR ENG INFTRING 91688423607 NO. 078 D0]. NofthStar ENGINEERING Civil Engineers • Planners - Surveyors Butte County Building Department April 13, 1999 7 County Center Drive Orville, CA 95965 RE: Special Inspection # 98-0874 Swaim shop in Durham 'to Whom It May Concern, 0n April 13, 1999, I performed an on-site structural observation for the foundation supporting a metal building. The purpose of my investigation was to inspect the perimeter footing that had been poured. Based on my observation, it is okay to pour the slab over the existing footing provided that it is clean and wet and in accordance with the approved plans. This concludes my response, if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX -893-2113 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 NO. (Rev.12/96) APPLICAtION AND PERMIT Cl ASSESSOR PARCEL NUMBER 040-100-062 ZONING A-10 BUILDING PERMIT OWNER SWAIM CASEY & KATHY TELEPHONE 893-9003 SO, FT, OCC. BUILDING VALUATION • OWNERS MAILING ADDRESS 1841 MELLO WAY DURHAM 24 000.00 CONTRACTORS NAME CARE FREE POOLS TELEPHONE 342-4639 CONTRACTORS MAILING ADDRESS ALYSSUM WAY, CHICO 95928 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 24000.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3-00 BUILDING ADDRESS 1,841 MELD WAY, DITR14AM 99918LOT Energy Plan Checking Fee $ PERMIT FEE $ 2,96.00 NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00, TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IN -GROUND GUNITE POOL MASTER # 502-01 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W 920.00 PERMIT FEE $ 35,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service OO.A OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is n full force and effect. License Class �— S 3 Lic. No. t , Q D -Z OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. Bins. SO 3.5¢FT: NEW CONST. OUTLET NON -RESTS @7.50 POWER APPARATUS 8 BINDLE OUTLET CTR. Ex. Occup. OUTLET OR FDRURES 00 BAL x';50 Ex. Occup. oNED AEM.)0Ew 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 MM. FIRCERIC -30.00 30.00 PERMIT FEE $ 90.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the pe ormance of the work for which this permit is issued. , ave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' o pensation surance carrier and policy number are: Carrier —=l !..rl.�.—�.� Policy Number ` 1,; I (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith co with those rovisions. j X _ Date 11 /a �� Signature of Applican - ❑ caner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and d moliti n or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 371.02 HAZ. D FEES IMP V FLOOD CDF _ PARCEL PD D E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Z Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "r(x 0 s-,�._.;.,.M••.ar-+a+`�+.r�?�'"��e.'r"►'i/aiiF,�'""Pa�Nvr r r!C^+7'�* t7"►pt+6N8"'�,i• �'j�"�jl�•�n'(�R,j,"-`�'�..'p+�l+Al�iii^''[.�'��i"R+�7d^rl'irp'.�;spy"i,,�;� r If I COUNTY OF BUTTE-DEPARTMENT�D�-O'€VELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CAS 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: VV V` r , I t J�'�' -Vul ASSESSOR PARCEL NU R Proposed Building Use: (i� 01 i1 qUrll Counter Technician: Date: Items required in order Yo apply forIA permit. Ali boxes MUST be checked ORLtharked NA.in order to apply. 1.. Plot plans, 3 or 4 sets, signeclk the preparer of the plans. rr Complete plans, 3 or 4 sets, signed by the Ireparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. #. 4. Engineered truss details and layouts in duplicate. No faxes! c ❑ 5. Energy compliance design and supporting documentation in duplicate. ' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dow-1 or foundation plans, all in dualicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplica!4e,. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b i the en gneer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By lood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Ploi plan and business license approval from the City of Biggs ................................. ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... /❑ Statement of Intent for Non -heated and A/C Buildings ....................................... . Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: <>)< (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ..................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... r ❑ 28. Manufactured home utility clearance.............:................................................. ❑ 29. Existing violations and/or expired permits ................. :....................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone i and hold for pickup. I have liven informed of the above items and requirements for obtaining a building permit. Applicant: Date: Y-) 1. Index permit application for the above items numbered: , ( Plan Check Letter 2. Addid I items required ontract , designer, owner, was advised cf the above data by one, 0', mail, E .counter, by Date: 1 - J —b 3 Contractor, designer, owner, advised of the above dat by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Y �� Date: 3 Plans approved by: _. '(� Date: �o Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division } �i E.H. USE ONLY a4ot Plan Anachad Roca Plan Anac Sant to B.D. Qt p3 -3ysz TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 8 q/ Mello C4AZ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for AvAOkg. Other Hold final for: Final clearance O.K. for: NOTE: / Environ ental ealth Specialist 8/96 Date Feb 01 02 08a13a pet COUNTY OF BUTTE - DEPARTMENT OF DEV LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT o WRev.12/96) APPLICATION AND PERMITS -�Z ASSESSOR PARCEL NUMBER D 0 - 100 �Q �{c2 ZAltlNO - Ik. BUILDING PERMIT / OWNER /, l�J ( ^^ // /i r /") e,`11iL T �E SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNO ADORES e A ---- .--A `�._.�_ -- CONTMCTO S ^ _/ lJ (F✓ ` J ��7�� TQLEP�iO�E /✓�(_,l/ •.—_ COMIC 5 UY / � �� / ' / —_— CONSTRUCTION lENO -- LENDER'S MAILING A13OMS Fireplace - Total Valuation $ ovo - . J ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 ARCIOTECT OR ENGINEERS MAILING ADDRESS -B ILOINOADDRESS p n r �M Permit Fee $ Plan Checkina Fee Energy Plan Checking Fee $ - PERMIT FEE $ LAT NO\ •� SUBDPIONSNAME _l ��. 12 gill, 9.ACEL MA PLUMBING PERMIT Filing Feel 20.00 USEOFSTAUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other evaclTv Each Trap 7.00 __ Solar or heat pump water heater 23.00 Water piping 15.00 �j.� TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets15.00 Building sewer 15.00 Mobile Home I S I G I WT_± 920.00 PERMIT FEE S '%jcj - ELECTRICAL PERMIT Filing Fee 20.00 Main Service( "OVOR LESS a.OA OR LESS 23.00 . 'PERM-IT FEE PAM s � I �� SRA SHERIFF S s AMOUNT RECUWb w• (� 7� �O A TO a PJ• 3:111" comiTek Main Service 200A TO 1000A 46.00 -- NIIN CONO . OWELLM OCCUP. 90. CIA ADDNS. 6 ACC. BIDS. 3• S�fr, _ NONNtw oEslo. ' Mucn-oun.ET 97.501 POWER APPARATUS -- 8 SINGLE OVLI.ET CIFL Ex. Occup. OUnET OR M7URES to 01.00 - SAL 0 .SO FIXED FUZED APP=. . oRP 5.00 Ex. Occup. eslo . Temporary Service 23.00 Mobile Home Facilities 20.00 Mi.. Wiring 23.00 v 2/e , C>_ PERMIT FEE $ 5(]. MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 i Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT L FEE $ Mz' INP/ O V CDf � HD SUE This permit is hereby issued under the applicable pt6visi5ns'* of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-paid. By Date PERMIT EXPIRES ON ere .._._.. ReceiptNo. WHITE-D.D.S.-B.D. CANARY-ASSESSOR PINK-INSPECTOR GOLDENROD-APPLICANT b S•-3 �:E d2 O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE BUILDING OWNERS NAME POLICY NUMBER STREET ADDRESS (Including Apt., Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER col IPANY NAIC NUMBER 19 -4 I M I; L. L. 0. Ll,' --e OTHER DESCRIPTION (Lot and Block Numbers. etc.) APiJ o40 - loo oroZ CITY STATE ZIP CODE DU 2-PAM GA G15°I33 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones. use depth) 6 SE P i 2 q I q f3 q ?N -� uses 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): EINGVD '29 mother (describe on back) 8. For Zones A or V, where no BFE is provided oL4nn tt5h�ee FIRM, and the community has established a BFE for this building site, indicate the community's BFE: ! i 11131 ':,!ZBIV i feet B or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION' 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of ! ' 11114 L;�J feet USG (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of i ! i i ! .i I feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is feet above 7-1 or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LJ__� .� II feet above (__i or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown {a 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 [S Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes CXJ No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction IL9 construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) USUS 6. The elevation of the lowest grade immediately adjacent to the building is: I ! i1 .feetbLG#fd (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I i I IJ.I I feet NGVD (or other FIRM datum -see Section B, Item 7). ?. Date of the start of construction or substantial improvement FEMA Form 81-3 1, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E; CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE) is required. Community officials who are authorized by locaf4hw or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features -If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS. NAME LICENSE NUMBER (or Affix Seal) M A21L S P�DAM S 2G 1. 34 25"1 TITLE COMPANY NAME GIuI1—2—Kjorzrl,4 rA,R- Etc1IrJtEP_iJ&1 ADDRESS CITY STATE ZIP 20 D >rG_ oc"P-P T -I o rj bp- I `/ E GSI 1 Go GA a151:11-13 SIGNATURE _S:— /01� DATE PHONE 4-I-OI'1 gl(o-a93-1(.,�00 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. R Q Eo 34397 Reg. Expires 9-30-99 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A A v ZONES ZONES ZONES ZONES ZONES —' REFERENCE ' REFERENCE BASE LEVEL REFERENCE LEVEL LEVEL FLOOD ELEVATION 1 - :::;.'.;:�:�:.`•':'>�.: i,',:': BASE ' BASE R_EF EREN CE FLOOD ADJACENT ELEVATION r gEFERENCF .ADJACENT GRADE LEVEL LEVEL GRADE FLOOD ELEVATION ii�•;;•.;:.`•;: ';'r;:':'int•. ..:!:' ADJACENT r'::.;.•r:;'.:;.:r.:. GRADE ' The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 COUNTY OF BUTTE .4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,f 411 Main Street, Chico, CA - (916) 891-275J._ _ 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE • °4 _y q 7-171 OWNER PERMIT NO. � Z A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work ?j is completed. If you have any questions pertaining to this matter, or need additional explanation, AIple se contact this office immediately. IIAI/Are LL_oi- iLA l'/tit/f Y/ Ir] �iD�OLri/ /•..Iiia=:1 C DOr aY� L �.ar�s� A-77 fF�k �M Date 2'Z`/- '70 Inspector REV 10/92 .ki r 'iti rfi `n i .i i r r2= �.3 1 Date 2'Z`/- '70 Inspector REV 10/92 COUNTY OF BUTTE t l j BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916),8,91-2751 - 7 County Center Drive, Oroville, CA - (916) 53827541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at - =t the above address and should be corrected. Please notify this office when correction of work < is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. pfl v� Of X41"AeS .� �vv� L v,e A /'wt 4 f ,c _ y r ii wY t "c r: Date Inspector REV 10/92 r.. r RESIDENTIAL ►� _ 040-100-062 PERMIT#97-2194 I { WENKER, Dick 1841 Mello Way, Durham Cont: Fox Co PERMIT No. -Fire- Sprinklers/BP#97-1716 -- - PERMIT EXPIRES OWNER 1 C1�"�f1�V` ✓ CONTR. ASSESSOR PARCEL LOCATION 4 i Temp. Power Pole Called PG&E Temp. Elec. Service t Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) ✓ Signature V=OK O = Not OK NottReaadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locabon-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / ItfL / /Nat or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect S. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SbLSpacng- Marriage Line 3. Gas; MH Test- a ncWahe-Connector 4. Electricity; MH Test-Crossovers$reakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementsSetbacks-Easements k , 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails i 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh i 10. Roof; Shthg-Roofing 11. ExL; Steps -Doors -Landings 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -}seater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a ✓ O :4NoNot OK RESIDENTIAL Not Applicable = Not Ready Date FLOOR (Plans) OK except #'s- ni etbacks-Easments-FloodSlope Ao1rtg,,MaIf1; Soils-Elec. Gmd. / P Fig. Depth ArlFb. Garage; Soils-Steel-Elec. Gmd/ /` Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /' Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts- Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel Wrapped 8. Piers -Fir Ftg.Steel c.. .V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-MaterialSupport4ns. 14. Girders -Sills -Anchor BoltsJoists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date UMBING (Permit) OK except #s ater Htr.; Vent -Access -Combustion Air Baffle meter Pipe; Test & Anchor -Nail Protection W.- D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date %. (- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2,:. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25, Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/ &V ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 3). Service -Riser Conductors & Ground -Main Disconect 32' Equip. Clearances Panels-Motors-Mech. Epuip. W. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust abgve insulation . Condensate Drain & Overflow, Size & Grade Fumanxx-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date t lo- Card B-1RV Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s its Proper Materials & Anchors 41 ells Studs -Nailing Spacing & Braces -Plates -Sound ,Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing (Si ngle & Duplex), Date 4�131AMING (Continued) I,Kngers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting.-Rfng. --48--Fireplace Ties or Type A Flue -Fireplace Throat clearance 49.,'Atfic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ~drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing IK,Property Line Firewall & Openings -4d Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits �b�.13tairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers -Siding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access .58 -Glazing Area -Glass Protection -Skylights -Plastic shear Walls; Nailing -Bolts 60 ace Interior / Exterior Wall Panels nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date Card B-1 610-Q Date Card B-1 Date Card B-1 Date Card 9-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: / COUNTY OF BUTTE- DEPARTMENT OF�bEVEL'OPMENT SERVICES - BUILDING DIVISION VVV 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT q7- ASSESSOR 7 ASSESSOR PARCEL NUMBER 040-100-062 ZONING BUILDING PERMIT ' OWNER DI J TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2644 W 231ST ST TORRANCE, 90 - 2413 @ 1.60 3,860.00 CONTRACTOR'S NAME xcoxxgoo FOX C0 TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1841 MELLO WAY Energy Plan Checking Fee $ DURHAM $ PERMIT FEE $ 123.95 Lor No. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS FOR #97-1716 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200q.RLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 0-16 Lic. No. . 5Q5:36_'5 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO IODOA 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( s ACC. SLOS.. SO 3.50R; NEW CONST. NON -RES D. MUCTI-OCUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFocruREs BAS@':0 Ex. Occup. OUTLETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and ,policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and -agree that if I should become subject to the wor s' compensation provisions of section 3700 of the Labor Code, I shall forthw th comply w• ose provisions. �,/ X ___ Date -'o /9 Signature of pl' t Owner Contractor ❑ Agent/ T An OSHA permit is requffed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Jbate PERMIT EXPIRES ON l/311W ate Receipt No. 2 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t'y+'�'+��TusT�ir'�:i:�'►�r•"�i��.i; ;r: ,.ri7' fes; -^.+f �'W"ir, ice. 3`,w�i�MavlF`.�q,"c" '"^' A V, COUNTY OF BUTTE - DEPARTMEN1,0A V L PMENTSERVICES -BUILDING DIVI /ION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER i L1 < 0 en Ae ►` P. No. 0"`0 `100-, 0,o, Proposed Building Use TQ i ; �? �°f Building Inspecto Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have'been submitted. ......................................... ............... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8.ngineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... eesof $........................................ 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . .................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy)�P./. 7L..... PP. - 20. Pre -inspection for F; "�e�°"''6Q°� required. . to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... 29. Documentation of legal access . ..................... :............ ..... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................... 33. 34. Vn you issue the pJlp pgoce as follows: Mail to yv er, Mail to contractor. Telephone ji �J ? and hold for pickup at office. Deliver with inspector. Other Parcel Creation 7 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air l4ollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by - :�eS Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ® ZONING BUILDING PERMIT OWNER E,n {��- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS NG ADDRESS �j ` ('050 C-lS CONTRACTO NAME co TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDINGADDRESS ^ C/X Energy Plan Checking Fee $ n'I $ PERMIT FEE _ LOT NO. ,SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ` SF Duplex ❑ Mobilehome ❑ Other / SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑Instaallat' ❑ Other Describe Work: !" 7L i (� ,' /` ' k rr ©� 9 < z z� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon oa LE:' s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ' Carrier t Policy Number (The above sections need not be completed if the permit is for work of dvaluation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 20" TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO ORR,,,,ADDNS.( 3.5¢R' GUM . Mu�oBiFr NON REBID.I BRANCH CIRCUITS @7.50 POWER APPAMTUS 6 SINGLE OUTLET CIR. TL Ex. Occup. OUTLET OR FIXTURES BAIL ®' o Ex. Occup. O�EL p�D°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES I IMP FLOOD I CDF PARCEL PD HDL This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I ata Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 ^ 51 DENTIA e 040-100-062%17PERMIT#97#971716 fir: WENKER, Dick 1841 Mello Way, Durham PERMIT Na. New Single Family _ PERMIT EXP IIRES— ,. OWNER 1 1 f -- - �{q-too • - ,CONT - AS ESSOR PARCEL �'. LOCATION .ryt+ r' r / • J� /V��I�S�i r�J i O Ci tC%l + rf Gi 0 -: n ONe- OFFICE COPY Address (•t!i� 'rj j4-pA GAS Meter By Date -_ Temp. Powe ELECTRIC Meter By Date Called I Temp. Elec. Called y OFFICE COPY,, Address GAS Temp. Gas Son, Meter By Daf - ELECTRIC Called PGS Meter By ate J B FINALED (Date) 4Lnature C � e ck%.- a 6G y,v:rP e-1 in V=OK O = Not OKNot - =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirernents - Setbacks - Easement 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; L.ocatitm Clearanoes-Dmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /LIL / /Nat or/ M-11./ /LPG I -MISCELLANEOUS Date 7. Well Clearance & Disconnect 8. Utility Clearance 2. Foofts; Soils-Size•DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-flails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SbxSpacing•Maniage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test-Drossovere-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -Cb to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. j Date 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed I -MISCELLANEOUS Date DECK; COVERS, CARPORTS, OARAG (Plana) OK except #'s II ■ 1. Zoning RequirementsSetbacks-Easements 2. Foofts; Soils-Size•DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-flails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors . Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. carports; Windows -Doors 7. Electric 8. Frmg.; Sits-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerSbicco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps-DoorsLandings 12. -Braced WWI, Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -CA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 4' = OK O= Not OK RESIDENTIAL - = Not Applicable = Not ¢eady Date _ UNDERFLOOR (Plats) OK except #19 ZoningSetbacks-Easments-FloodSlope e —156'., Main; Soils-Elec. Gmd. / t Ftg. Depth Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main;'Steef-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. old Downs and Special Anchors . . Slab, Steel-1Nrepped 8. Pets—Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-RegulatorService Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoistsa/ents-Cripples 15. Access & Ventilation 16. Insulation Date C rd B-1 Date Card B-1 Date eard 0-1 Date Cana B-1 Date PLYA SING (Permit) OK except Vs 1 a r Htr; Vent Access -Combustion Air Baffle 1 a Pipe; Test & Anchor -Nail Protection 1 . .V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rfr's 22"Fpd6re & Transformer Clearance -Ins. Protection EJae'Receptacles Spacing -Lights & Switches at Doors ' S' Boxes & No. of Conductors Stapled .6mex Installed Close to Edge of Studs & C.J. 7.,Equip. Ground made up w/Mech Fastners-Bond Gas & Water 26Appliance Circuts in Kitchen & Conductor Size GFI 29( Subfeed Wire Size/ ; Z,/ ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circ. / 7 / 9a Cu or AI-0ven Circ. / / ga Cu or AI I fated Neutral �es - [] No ervice-Risefolflauctors & ai nect 32.- Equip. Clearances Panels-Motors-Mech. Epuip. 31!/�othes Closet UghtShower Light -Spa Light Smoke Detector Date t Card B-1 Date Card B-1 Date Cana B-1AW Date Card B-1 Date MECHANICA (Permit) OK except rft's A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade .mance-Vent Access -Comb. Air -Return Air Vent 115 outlet M. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /FRAMING (Plans) OK except Ws 40.,*s Proper Materials & Anchors 41. ails Studs -Nailing Spacing & Braces -Plates -Sound 4�earing Walls over Girders & Floor Nailing 45. Draft Stop in Walls (rat proof) 6�A- ;e Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Aeaders & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roll Brac: TrussShting.-Rfng. -,A8.fireplace Ties or Type A Flue -Fireplace Throat clearance . 'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles VIB , nn. Windows or Exiting Doors -Sill Hgt &Dimensions Garage Fire Protection Framing 52. Pppffrty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits �b4:-Stairs; Width-Headroom-Rise-RuWEanding-Fire Protection SS_�oupo' on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer -S Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass ProtectionSkylights-Plastic ear Walls; Nailing -Bolts B Interior / Exterior Wall Panels �r 61 sulation-Walls-Ceilings 62r Infiltration -Walls -Windows 42 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI ans) OK except #'s Ste s -Door & Sidelight Protection -Landings moke Detector 65 FyWeee; Vents -Clearance -Comb, Air-Donector- In Garage; Above Floor-Ducts-Mech. Protection m Exiting . & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels earth 1. utlets at Wood Panel, Int. & Ext. Appliance; Ground. -Air Gap -Cooking Clearance ec. Outlets & Receticales at Kit. Counter ra a Fire Door; Swing -Landing -Closure Duct in Garage -Damper 6� - tr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection ArOFIR. EI & Mech. Equip. Listed for Location a,&< -Receptacles in Garage (G.FI.)-Romex Protection P�tion-Foam-Looked in Attic �0_.Qd9r_cr_rails & Deck Construction -Post Caps �I. . VVBents & Crawl Hole Door Drainage & Wood -Earth !/ Clearange Looked under FlooL Yes owing Instld./Drive es 0 NoANalks es 0 No/Planters Q Ye . o sh Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well Isco ec lectrical, Plumbing tenor Elec. .I ptacle-Underground 1jeation Throught House ass Protection rr o from Previous In Qec ' s /pa t -Meters TaggedlaSectric Sewer Connected -C/0 to Grade HD Approval Oetnergy Compliance Certificate -Other Certificates Datel,6 ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: W r NR O COUNTY OF BUTTE BUILDING DIVISION v DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 a 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ,above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. V i (}C p'r'o t e C- O .0-,/ 6D1�- I �q,l�1G �; D.✓ e%'C � /Pee -o-/ 49, /- DzJic 14 . e - eta ell V e vof e- Ua he `1 4 Zr 2 o i` ho o s:cc su� Date /` Inspector REV 10/2 '-^ - �'*" - .. , r.• 4'^� a � .'.'.'s's'r"'+Rw"'+�'�'Y'K:ar'�^�'.�,y"�'.'fry`r^ire-+:�..a"SCc�-�.-,,,K�r1Yh^.i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE / (A) fry/ OWNER PERMIT NO. A routine ' spection indicates that the following violations of butte county Ordinances exist at the _ above a dress and should be corrected. Please notice this office when correction of work is comple ed. If you ha any questions pertaining to this matter, or need additional 'explanation, pi as contact this fico immediately. w s GLs'fL� A oro L SW43A Date Z/— Z— Inspector REV 10/92 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Mello Way Durham Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" c Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 fib. Minimum Thickness 16.25" Y inches: Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 5.5" Thermal Resistance (R -Value) R21 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name • Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efcienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 ty"-0),41LOERKE INSULATION CO., INC. Item s Signature, atensta ing Subcontractor Co. Name Or NOV O 6 -"1998 General Contractor (Co. Name) Or Owner Item s Signature, atensta mg Su contractor o. ame r General Contractor (Co. ame) Or caner Item #s Signature, Date Installing Subcontractor (Co. ) ame) Or GeneraContractor Co. Name Or Owner SECTION E CERTIFICATION ' This certification is -to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH{ A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the'case of Zones AO and A (without a FEMA or community issued BFE), a building official, a,'property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then'list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. i understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or'Affix Seal)' I'1P rzlL S �� M S RcE 3 4 2 - TITLE COMPANY NAME C M V rJ of I ra F_ R- tJ R i N ��T'P. rz I,r! ci I tj E E f2- I ►J G� ADDRESS CITY STATE ZIP 20`' DEC -LA -R la► ­l DR1VF_ G14IC1_11; CA g59`I3 SIGNATURE* DATE PHONE- S Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3 building owner. COMMENTS: c�uA N®e 034257 0P IL C. X 34857 Expim 9.99 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES' ZONES ZONES REFERENCE REFERENCE 'BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION j.;:.�i BASE BASE''' •ADJACENT :' "' REFERENCE FLOOD FLOOD GRADELEVATION ELEVATION REFERENCE AOJACENT itis} LEVEL GRADE ADJACENT {. :,v. f.: i:..:.•I.: •. i°..... 7:: . ...: -.�.. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. . Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom oft a lowest horizontal structural member: I Pagd 2 ..• O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate•does not provide a waiver of the. flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to - determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION - FOR INSURANCE COMPANY usE BUILDING OWNER'S NAME POLICY NUMBER G STREET ADDRESS (Including Apt., Unit, Suite and(or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) .APr,j 040- loo- pfoZ CITY STATE ZIP CODE DuIzN�M CA g5g3a SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION. Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE —6. BASE FLOOD ELEVATION (in AO Zones, use depth) o �a� I-1 o zzS 13 SEPT• Z`I Iq 8q f� u 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑NGVD'291 ®Other (descrisbecxs on back) 8. For Zones A or V, where no BFE is provided on the S IR4.M, and the community has established a BFE for this building site, indicate the community's BFE:1 1 111-113 2_4 feet NGYEYlor other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of ! ! 17J feet NGVD (or other FIRM datum—see Section B, Item. 7). (b). FIRM Zones V1 430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L I I I LJ feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LL.LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is IJJ.L feet above 0 or below 17 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown uscas 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD'29 iJ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes 3 No (See Instructions on Page 4) 5. The reference level elevation is based on: ® actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I 110! 1 ! ,[J .feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1% If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: LL11LLL feet NGVD (or other FIRM datum—see Section. B; Item 7). 2. Date of the start of construction or substantial improvement FEMA Foim 81.31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION JAN -30-1998 15:05 FROM I Department of D 7 County Center Oroville, CA 9590 Fax: 538-2140 Attention: Rod T RE: Casey Swah Dear Mr. Taylor, It is my L Swaim residency I am aware of. th The overh plywood or OSE continuous into If you hav+ Sincerely, (�Wa Jeff Richelieu, NorthStar Env ENGINEERING Civil Engineers • Planners • Surveyors Services Residence in Durham. 5382140 P.01 (,vett e4z. G'�-1-1(t0 January 30, 1998 tderstanding that 5/8" OSB was installed on the roof of the instead of the 5/8'° plywood that was called for on the plans. 3 condition and 1 accept this substitution. ng was constructed with 8" V rustic ship lap siding instead of This is acceptable as long as the: edge nailing for the OSB is he 2x freeze blocks. any questions, or need further clarification, please call anytime. Vo lq _ f 5rmg evens nCt y 20 DECLARATION DRIVE CHICO, CA NIA 95973 530 • 00!' FAX -8 -2113 ,r ,e �, , 1 COUNTY OF BUTTE- DEPARTMENY OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754F ��/Crr O. (Rev.12/96) APPLICATION AND PERMIT // ASSESSOR PARCEL NUMBER 040-100-062 ' ZONING BUILDING PERM It-' OWNER WENKER, DICK 210 TELEPHONE 325-8461 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2644 WEST 231ST ST TORRANCE, 0505 2413 R-3 130, 302.00 589 7,657.00 CORACTOR'S NAME NT OWNER TELEPHONE TCT 552 U 9,936.00 -J CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS A 1,500.00 Total Valuation $ 149 395.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 814.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 529.40 BUILDING ADDRESS I R41 MELLO WY Energy Plan Checking Fee $ 23.00 DURHAM $ PERMIT FEE $ 1386.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOF8TRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 63.00 Solar or heat'pump water heater 23.00 Water piping 15.0015,00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New 11 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM SIF W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI WF-* 920.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service zoos oa mss 1 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, mill do the work, and the structure is not intended or offered for sale. ❑' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. / DWELLING OCCUP. SO OR ADDNS. \ a ACC. BUDS. 3.540 103.75 MET NON-RESNEWID.CONST. ULTI.00 UTcLu @7.50 OWER APPARATus a SINGLE OUTLET CSR. EX. OCCU OUTLET OR FIXTURES Bn�p'.00 .s50 Ex. Occup. OFIpriETs Aa DF 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 169.75 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 Cooling 25.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ Ri nn Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) a-1l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f hwith comply with those provisions. X Date _S' ) 2- Q Signa ure of Applicant - Owner fo Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ / occ R-3 CONST. TYKE VN OT FEE $ HAZ. p, F IM FL D CDF PAR L PD HD Issu 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. „y By / D to PERMIT EXPIRES ON �l (Dit,) Receipt No. - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I/ COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 14 NO. (Rev. 12/96) APPLICATION AND PERMIT (� ESSOR PARCEL NUMBER O 440 - I 00 ' OG a - ZONING BUILDING PERMIT OWNER 10 ISS TELEPHONE 5 SO. FT. OCC. BUILDING VALUATION • R_-3 0 . O 0 OWNERS MAILING AD Q es ail J 5�, I 5-8 at C_5 o CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 15-00-00 LENDER'S MAILING ADDRESS Total Valuation $ 3q-'5.60 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $3114. 50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5 BUILDING ADDRESS LA Energy Plan Checking Fee $ 2-3.00 $ PERMIT FEE $ Q LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF,V Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 1 15.00 S.O O Each gas water heater or vent 1 15.00 IS.00 TYPE OF WORK Newt Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �, �, wl ^ L%A Gas piping system 1 - 5 outlets 15.00 1S.0 q4 Building sewer t 15.00 S,Op Mobile Home I S I G W @20.00 PERMIT FEE $ , ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued.` ❑ 1 have and will maintain workers' compensation insurance, as required 4�y Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( 8 ACC. BLD S. 3.50FT. S .103:7T =RES.. MULTI.OLlTLET 97.50 APPARATUS 8 SINGLE OURET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FixTURES BAL p .so _ OR Ex. Occup. G R D APPa.1 EA 5.00 Temporary Service 23.00 (� Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE s MECHANICAL PERMIT Fling Fee 20.00 Heating 2.S-00 21S-00 —Coolingj.p0 ZS•db Hood 6.50 .SO Ventilation PERMIT FEE S ,0 v Mobile Home Installation Fee $ Energy Inspection Fee $ 446o,00 3 v T TYPE TOTAL FEE $ HAZ. D. FEES I FLQOD cDF PARCH PD Iss UE /V)l This permit is here y issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Data Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V- (A w %AA TO: FROM: SUBJECT: Building .Department' Environmental Health Sanitation Clearance E.4. USE ONLY 1� t Plot Plan Attached Ye_r Floor Plan Attached Yp,r Sent to B.D. ` - 2 —'F,(/ Owner tocation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 41 dwelling. Other Bold final'for: "6,f r weJI 4-pta( Final clearance O.K. for: NOTE: Environmental Health Specialist 8-27=97 Date .,.yrW+�'.rV....�,rt.�-+�:;�.�.�'.�'-1::�:�;::.T�+M�^°I'��-'--'•:.�--`�'::'.'-1'�:�irti/=t&'Y�`&':...-.1Y'�►ti'•'.--�n.-..���rr.--.��-...r..sw`+.. r COUNTYOF BUTTE - DEP RA TMENTOF DEVELOPMENT SERVICES- BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO 13-ASIFORNIA95965 - TELEPHONE (916) 538-7541 Wit:. T PERMIT APPLICATION DATA SHEET i;t . -- OWNER W -9/h h.4A P. No. 0444-100— X,�L Proposed Building Use Building Inspector 0 Date At time of permit application, I was advised the following data must be submitted prior to permit,pro_cessing and/or issuance: '• DATE RECEIVED BY 1. All items have been submitted . ..............................`•~ t, ...... j 2. Plot plans, 3/4 sets, signed by preparer of plans ........................... ! r 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... w 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. a 5. Hazardous Material Form . ............................................ 6 . Energy Design Compliance and supporting documentation . .................. Ej�Statement of Intent for Non -Heated and A/C Buildings . ......................... & Engineered truss details and layout in duplicate (required prior to plan check). - 9. Mobilehome data and nanufacturef'installation instructions, 2 sets. 10. Fees of $ c� . .......... 11. Impact fees as shown on attached schedule. S .�'`"y��'�""' ` ..., 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flo •t by California Engineer . ............::: . 14. Sanitation and plot plan approval Health Department. . 15. City of Chico plumbing permit . ........................................ . ' 16. Plot plan and business license approval from City of Biggs/Gridley. �! 17. Planning approval for (A) Use: (B) Parking: ........ l 18. Contact Land Development about (A) Improvements (B) Drainage. ......:... . �fifi 19. Driveway permit (construction approval required prior to occupancy).. /1 st 20. Pre -inspection for required. . to Build g nspeon ctor /(Date) 21. ( Contractor's license information. No., Name Style, Classification) . .............. 1 22. Certificate of Workmans Compensation Insurance . ........................... Owner -Builder Verification (Given to owner , Mail to owner _). .... . ecorded copy of Agricultural Acknowledgement Statement. .......... * * * * * ... -- Letter of signature authorization. . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .............................. i......... . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . .....................:.k ................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...............................: . 32. Plan check list. When you issue the it e�rr��,,��,�,���rqq ss as follows: Mai wg n� Mail to contractor. Telephoneya"!�1 and hold for pickup at r {�(,t, office. Deliver with inspector. Other Par,nl Creation ` Acrlie�a @�CLt� GLL/N� " Applicant ©`" -P�+ P� _ Date 8 13 "�% Copy of Haz-Mat form sent Health Dept. Fire Dept. Copy of plans sent Health Dept. Fire Dept. Other The following data must be submitted 1. Index permit for above items o. 2. Additional items required: Air Pollution Date Date By Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer,owner, was advised of aboverequireddata by _ phone _ mail Counter by _ Date Plans checked by Date 6Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works C, :�rE+. ;.�.7 .i1=ra�� V!{ .:5�}4l� �'N�' iuL"�'!��:4;��iv'y1 3'•,1 �c5`v�0�r;wu Vw. ,�.�1,n.e-i "6�i,V'i:�Y'4��Jw+.-i'.'i4 ..%•W�.A:,,;. ..,,;, �x vw.N.u�r6�,p1'..i'�,.:.."��.1^•"r.. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE F, �. DATE JT . REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due .............. $ . -- Additional Fees Due ........... $ -- Additional Fees Due ............$ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES ) ----_____.(paid at District -Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x $ Amt. '`Commercial (sq.ft.) X Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) —" 8. WATER''TENDER FEESI(Battalion #) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC -FEE -- $2500.00 (paid at Building Division) " ��13 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT l ( li�.D�,�/P_t.� DATE` Original -Owner Copy -Building Div. (Rev. 12/96) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major' r and materials for construction of the proposed prop improvement: YES[' ] NO[ ]. 2. I HA VE i4SHA VE NOT[ ) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, su rvi�e, and Prpvide the major work: (� NAME: t&64,re.C,r/I \ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 , ,9 ,dud mica recorded mail to: likeildior Division 97 County Center ))wive Or»Ville, Ca. 95965 SIERP.A STREAM.. -&97-0412081 +7_041208 Recorded Official Records County of Butte Candace J. Grubbs Recorder 9:22am 3 -Nov -97 Rec Fee IHF COP Check I PUBL XX 5.00 I 2.00 1.00 8.00 A_GWCULTURAi, STATEMENT QF ACKNQ381;DGMENT 101k RKSrDKNn&L DEVELOP W.NT Scown 20-3 of the Butte County Code requires this acknowledgment to be -0990k4 prior to issuance of a building permit The prutx rty cic=ribed herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or dlscOmfbn Beam the trace of agricultural chemicals, including, but not limited to herbiciaLm. pesticides, and fertilizers and from the pursuit of agrieaitural opcotions including, but not limited to cultivation, plowing. spraying, pntning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agncttHtlral purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or dist:oatlbn from normal, necessary Farm operations. All chat =11 property situate in the County of Butte, State of California. described as follows: PARCEL A: Parcel 3, as shown on that certain parcel map, recorded in the office of the rmorder of the Coutriy of Butte, State of California, on. January 22, 1993 in. Boob 129 of maps, at page 9, 10 and 11. Resaving there$om a non-exclusive road and public utility easement as shown on the above mV. PARCEL 8- A non-exclusive road and public utility easement over parcels 1 and 2, as shown on that certain parcel map, recorded in the office of the recorder of the COUnty of Butte, State of California, on Janumy 22, 1993 in Book 129 of maps, at page 9, 10 and ll. AP No. 040-100-062 Dat.: o cr 29 I "Y) 7morcERTY OwNERS:0 $talc Of Catlfornla, Cuuvty of 403w w On/v before me, �C Iwr onalty appeared © / lcee%- _personally kuo,vn to me (or proved to me on the basis of satisfactory a once) to be the person(s) whose names) ' a subscribed to the ,yithin instrument :tad :aclaiuwledh'c'tl tp me that the executed the same in heir uthorW capacity(ies), and that by •hiseir ignature(s) on the instrument. the person(s) or the eotiity upon behalf of .which the person(s) acted. csecuted the instrument. WITNESS my hand and oliicial seal. �...11..G RAN, Y BRAINARD A. TAK!C-UCM a -�: Commbslon tr CUTS Notary Public - California i tAl .Anooles Ccunl/ My rc> t tgyro__ RECORDER'S HAEMO: POOR RECORD IS DUE TO QUALITY OF ORIGINAL DOCUMENT y. Y ua.]a�- rftwl^ sv 9f11 r r ww 1.. BUTTE COUNTY PARK FACILITY FEE. PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): ()y Q Oy ' Quo a Property Owner (s): Project Location/Address: Subdivison Name: Type of Residential Development (check one):.. Assessable Square Footage: New Development Afteration' Addftion ❑ Mobile Home (s) Non -Residential to Residential Comments: 3 -99 - Building Division Representative Date Durham Recreation and Park District (DRPD) certifies that 4-3 - q604 Applicant Name. Applicant Phone Number. : Street Address City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 114 by payment for square feet at $ 1.04 per square foot for a total payment of $ /-()T L . DRQ Rep - sentative PAID BY CHECK No.: / - BANK No.:U r� PAID BY CASH: RECEIPT No.: (p5/q Remarks: 043n qQ-. Date DISTRIBUTION: WHITE - APPLICANT PINK'- DRPD YELLOW - BUTTE CO. BUILDING DIVISION r r.".""V+'v.1h�."'"*�"'Y�'�I'�.r`�:Gj:lMdas'V��'�.,'�l`•^„1�%��,'�y,�'A�i"'Fa��-; Trr'"+.Fir&f�.�F*Y`�!-v-�,r+",'.,.t.'�$Y i , .Pr '."• ..rte 6 14 M+f 1'13; vim*': • few . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM' (One form per Building) School District 0W"IrIll—Building Department No. A.P. Number /N—o. t7 �Q L"4tOcA Jurisdiction: City County Property Property Owner Property Location/Address Subdivision Lot No. ­ Residential Development •` Sq: Footage / 3 No of Living - —Mobi Ia-Home- ""' "� Addition a _...-- _----(Group'R) , " Units Installation Commercial/industrial Sq. Footage ! / J New Addition (Including Exterior Roofed Areas) Building Department Representative Date moor runs revieweo ny scnooi uistnct Personnel) '"115 � District Identification No. (.I X � �CYY�A Ih School District certifies that C�_ W) (Applicant),., (Street Address) (Phone Number) putfhf I �� CIJ � (City) r (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ L r7 G i representing square feet. B 2926 $ ULL MITIGATION $ nth �a -91 School District Representati—V4 Date Paid by Check # ik Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (2/97)dmm a a,4•7V- / �. •M ' !s� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached B I Floor Plan Attached rex Sent to B.D. —2 _90 / _T49 �2�cl�ulrr,Q Wevtke_r 1041 Me -110 Wa v urhas.4 140 - IaQ - Ne 2 Owner Location AP# Plan Approved for: Sewage Disposal YY Water Supply: Public Private Well Clearance for g. //Other 30',v6,0' sl412 w/ .slot k r I a.- t . Loi ,r 4, OF i V 4CIA(• ._26ACI _�i� twit /Q d e. Wed 61s �iNokq s/1�e� Hold final for: Final clearance O.K. for: NOTE: E -Hs S--7-9-198 Environmental Health Specialist Date LAND DEVELOPMENT BUILDING/ ENVIRONMENTAL HEALTH PERMIT CLEARANCE Building Permit No. OWNERS -1 0 ?Z CIL A.P. NAME: I'A �-� f �G NUMBER: -In in - O Lo �- PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: FLOOD ZONE: A FLOOD MAP: 2 APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP y DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING IS Z 3 LOT BOOK i 2 PAGE © 9 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES —�L NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a Z-0 ft.building setback from right -of-way/camMine of CVL. % C — S}C _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a - ft. leachfield setback from X6. Pay water tender fees in the amount of to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. X 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants- that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payn w to be nada to the PAwm*g DA span. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 125 PM 11 �'0A ( m0 VZ t--Lr*C)0 Pr`e4y4 22. S ?'I✓1 K-1ers Ire' I 23. 24. 25. 26. 'AI41N3Wd013A30 4NV1 3108 :10 kLNf103 1661 Z t OnV LD G3AI333H C^il" 11FORMS. MM OOPERM.00 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY p OWNER: �1 CX W e lm t er BUILDINGPERMITNUMBER: PLAN CHECKER: A.P. NUMBER: D 4O - 100 - O (D z GENERAL: tO Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. T PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A(Fire S�rs, ater Tender Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). L OR PLAN: Complete to scale plan with dimensions. Required' windows. for iight,and ventilation (Section 1203). . Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603:7). Glazing in Hazardous Locations (Section 2406)! t= ` .i -` • °� .. + >- Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for m#intenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment.. Garage firewall, door size and closer (Section 302:4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). 1 Plumbing fixtures, water closet clearances and'shower size. TV RIUCTURAL DETAILS: 'Conventional Construction - Unusua_ gy Shaned�'5 Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). rn't Clerestory requiring -balloon framing and/or engineering. Three story building requiring engineered calculations and plans. n J 11� 0hFoundation plan complete enough to construct building. A (R vj P — ci �• Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building.,p>4 to +r c�.CrJ after ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header•sizes. JGo� 12. Stud heights. I , Adobe soils - special foundation design. i Retaining walls requiring design. 1 Special Inspection requirements. ' 16 Header size. June 1997 3,2 Cct 1 '?006Urn 5 �5 Crouch Ave, Ch'ico . , q59'Z g Ellz Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). ' Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Mashing at all exterior openings. C.D.F. responsible area requirements. Autom 'c Fire Sprinkler Systems (Section 310.10) For I p6pection Jacket: Flood Hazard/Elevation Certificate SRALyx4uirements S cial Inspection Requirements Automatic Fire Sprinklers � ' (� riot lnclucfed in enellt --d f5. i 5 ,�� 2qI 3 Fa.ekr !v3 aer for Com•, ✓.����,"'`,� {�i.of 'r u.�- � � V� a Q, �dnoe-aiori -to T uh d o'f� ct- '% • . , • • 1�v -��,.c.� ....Qin. • � �,,�,� Z 3ZPo �X-��' O Y- �laOt Deb mt CO t� . IJo �vao�W (�raceCl o ria ( Ind �' �� t tic hot getive MOO r' 'Watt l l rn.el 101(aceA324 - AAA June - DO." rpt c �'`�'' 2 June 1997 Q,4; A Q AiAN-c 3.2 L tN�p f J -, L} ' (fir, not la.lo e 1 or, j�ravide, Yl'��1-hod o �. in+e .0 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916.) 893-2113 STRUCTURAL, (CALCULATIONS PROJECT S W A I 1Ci % I D�iN G JOB NO. 5162 - LOCATION 162LOCATION_ C%L�L�� 1�1� I DURI��I� DATE 3 " 2 - '17 CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition ' AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c =.1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days e@lor S70NSteel 'qt Reinforcing: A-615 'Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger M. 'RIC HE. lrc�G tructural Steel: ASTM A-36 �`v4 r eel Pipe: ASTM A53 Grade B . . C 053590 eel Tubing: ASTM A500 Grade A or B M hine Bolts, Anchor Bolts: ASTM A307 Grade A d Connectors: Simpson Strong -Tie or equal. od: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 OF CALIF0 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: �61-0 psf Floor Live Load: 40 psf Seismic Zone : 3 Wind Speed: 712 mph Exposure: F2 Method 2 used unless otherwise noted. Allowable Soil Bearing I5 DD psf ARE SPECIAL INSPECTIONS REQUIRED ? Iv GENERAL: Any structural or non-structural items that are .not specifically addressed in the following calculations and or .details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page l of 7 e , BY: M R DATE: -3I C17 JOB NO: CJ 6-112- PAGE p2 PAGE 2, OF N®rthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 PAP -TIAL L-AT(ZA.L AV I TY �s IfJ R©oF Gol�'1P 51-��IiN�LI✓�5 .�:- � -3 0 (z oor t:: ` ' TL _ _ _ _ _�-- _; _ _,_ _ .o_: Fk=,,F I I No sc�t,t✓ BY: DATE: JOB NO: 59 &Z - PAGE 3 OF LINA LINA N®rthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893.1600 FAX 916-893-2113 3 4 7GoMFL Y, 1..11 l,l G._ 23,2 I� A f�1 A L YS l c D. 2 �oMPAR V= . 012 [ 1-7 SC Imo. v.. 138 (,j v= . 138C i?o 38) .+- `�(2 � � c5.14, -t- 5o(elz�.olro oTM 17.3 ,K 14 2 - 17, = o Z I K.l_ PT LOAP 0 0 14)(.C-? 8G P • 85(. 7-7) 11 Ax. S7ZL�T 44- J. US II ST6ZIS To P P L, n �I BY: JhN®rthStar DATE: 3I JOB NO: 1--2 ENGINEERING PAGE 4 OF Civil Engineers* Planners* Surveyors LI�11F 6 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 0�I4 .-1- �� (8�2�.�.1�+2o(gj2),o�=2 SK 17.3 K I to I I- • a o I ' 1 L-IN5. A1-1 FL -a�-u-1? 232 ` L l iJ ►-JIN (�0���1 [�Y . ISP 4 1 V P aI.� (�) I�+_ a 1 ZC 7 (IS)-"- 3:5(13)],+= 2.8 K ILI-� U1:5 5 I"I o ID OT -H = e 19 (14) 8— 2Z I- i (L rl_ (213 �4- / Z) C 3 (. 014) t K o ►j 7 x FJAX -�7.�,I'Z.OT::: F-=-(�..$/A'2. I I.J�.Zo SHEAR WALL SCHEDULE Z. SHEAR WALL NO.�1 N0�2 mo A3 N0,�4 N0�5NOA NOA NO, 8� ALLOWABLE LOAD/FOOT 260 380 490 550 640 130 980 1060 PLYWOOD 1'28 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX STRUCT I CDX CDX CDX STRUCT I CDX STRUCT I BOTH 3 BOTH 3 SIDES SIDES EDGE NAILING SdC@6" 8dA4" 6d(a3" Sd(@3" ad(a2"4SdP2"4 Sd(@3" Sd(a3" FIELD NAILING ad P 12" 8d (@ 12" ad P 12". ad P 12" 8d P 12" .Sd 0 12" 8d C@ 12" 8d P 12" SILL NAILING5fo 1(6d (d 4" I6d (d 3" 20d P 3" 20d (@ 2' 20d (a 2" 20d P 2" 20do-1/2 N.A. CLIP, BLOCK'7 LS50 LS50 LS90 L590 LS90 LS90 LS90 A35 TO PLATE 0 22" Ca 14" p 16" (@ 16" (a 12" (@ 12" .C@ 8" P 4" ANCHOR BOLT 5/8"0 5/8" 0 5/8" 0 5/8" 0 5/8110 5/8" (p 3/4" (p 3/4" A.B. (SPACING) 52" 36" 28" 24" 20" l6" 16" 16" ANCHOR BOLT 1/2" 0 1/2" 0 1/2" (p N.A. N.A. N.A. N.A. N.A. A.B. (SPACING) 36"2411 18" NOTES: 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL i. 1/2" TI -I1 SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOOD WHERE OCCURS �m Z. m � Z d m' = rn c Z a G) �- C7 N = O " o Pm co n c' r rn D po D r W T ]7 —i O) Z o D O to �p cn — co < N m m BY: J M 12 DATE: 3 I 17 JOB NO: PAGE OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 cAi cU AT!oLl� �o� GI�� NA!IiJG- �, A Ho 130 LT: PAZ -5HeAR-JAL-L- Hoff D1,11, '�o��i G72 SIT P�� I�� 4 UPG�PoR-T I NSR - �aLT�I.2 TA&L,F 23-1- F----..... 11211 12�c0+1270 (1.3�) 841 #PoLT 2�2 7163 c� I82o + 1990 27Nz2 Z�do + 2800 (I.33) 1700 --W gol-T 2 Z ►�� -�21�1K�2 122 ii7j NAIL, SHFAR I^JALL L-OAD FOOT �5Il,l- NAI I , NAIL GAFAGIT`( AIJGHoP- BELT ANGHoh '�OL.T C-APAG I TY' liz ZZ) = 4'�,O r5 le 3 i p41 0 4-10 I� � 3'' 4(12-2) = 4-10 2 `-. 1 2 I S 43 (1.2� =_�40 . ( 4 (,e>4 1)= . C240 A a(I 2 2) = 490 z,- 2 ) . ,�-20 (I.2&) A 0 j& G� 211 6(12-2)= 732 �l8 20 .Z&) A 7�0 ' I( 9,D G''�l8 v� I�o'i . 7G (I. Z&)=.G1G0 r\ '18� i I&,I'IZ".7�(I.�o)=1.28 Q i o80 N . A . �! o A . 314 . 7� <I 7o j = 1.2 3 BY: IZ DATE: 31 1 JOB NO: PAGE 7 OF 7 PAPLT IAL NwthStar ^.. ENGINEERING Civil Engineers* Planners* Surveyors T Y 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 r NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 -= (916) 893-1600 �. FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT S 11I Al M (Z �J G JOB NO. S' 2 - LOCATION LOCATION I''1 LMLO V� A 1 ! D U 2HArl DATE o CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: P ROFESSIO&_C4 M. Rl cy�l. C 053590. . SAA CIVIL �tiQ` OF C ALIF O/ Concrete: f'c = 2500 psi.@ 28 Days Masonry: f'm = 1500 psi Mortar: f'c =.1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 . Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts '& Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1=1992 . Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 -Combination LOADS: Roof Live Load: psf Floor Live Load: 44 psf Seismic Zone Wind Speed: -%�7 mph Exposure: 13 Method 2 used unless otherwise noted. Allowable Soil Bearing : 1500 psf ARE SPECIAL INSPECTIONS REQUIRED ? IV O GENERAL: Any structural or non-structural items. that are not specifically addressed in the following calculations and or details are designed -by others and are not the responsibility of NorthStar.Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of Z BY: J NwthStar I� 20 DECLARATION DRIVE DATE: CHICO, CALIFORNIA 95973 JOB NO: S �� 2 ENGINEERING 916.893-1600 Civil Engineers* Planners *Surveyors FAX 916-893-2113 PAGE Z OF 2 D I H 1.�T T {Z.0 �S T— Z UPLIFT = . Z.K PGI? TFU: ��5II �+z.� Tuu T� ��1. r�A `. -A- 125 K) 4 T Q 7TA- L s. U �� PC �� -- I _ . FOc T To .B�i ��. SPG` r-- CC -- cA ,off 6,X 12- D L �oX(a DL C-tE TRS 22 ' :.../2�_Co iZ oo�,,) -1- 3oi¢ ,i I NorthStar ENGINEERING Civil Engineers - Planners • Surveyors Butte Couay Building Department 7 County tenter Drive Oroville, CA 9596,3397 RE: Permit #97-1716 Dear Ms. Whitney, September 10, 1997 I have reviewed your plan check correction list dated 8/28/97, and have responded as Follows: ITEM CORRECTION 1. By owner 2. See sheet 3 of draw.i s for bangers, and page 2 of revisedtAlc�. 3. By owner 4.1 See sheet 2 and 3. 4.2 Line 5 braced wall panel k located between .{grid line A and B alt, .shown on original calculations. The braced wall patois located within grid line Ba. Tl;6 panels from grid line B to D have been engin red. Braced wall line 2 is *ated between grid line D and E. 4.3 The twQ panels are offset 4'4" which is acceptable based on the configuration and built in redundancy of this building. `),lae smaller panrhas been relabeled on sheet 3. 4:4 A: J braced wall panel has been added on sheet 3. If ydu have any questions, or need further clarifmtion, please call anytifM. Sinitrely, Jeff Richelieu, P.E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 " vflp 8/28/97 CASEY SWAIM 545 CROUCH AVE CHICO, CA 95928 Re: B.P.#97-1716 ..... . ...... . . ....... utte oun -2 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 With reference to the above subject, attached Is: x] Plan Check List Red Marked Calculations Red Marked Plans x] Other A.P.# 040-100=062 Action Required: X] Comply With Plan Check List Resubmit Plans with Revisions As Required Return All Original Materials and Revised Plans to the Building Department x] Other Should you have any questions., please contact this office at the address or phone number listed above. Sincerely,, MARTHA WHITNEY - PLAN CHECKER PERMIT APPLICANT CASEY SWAIM ASSESSOR PARCEL NO. 040-100-062 PERMIT NO. 97-1716 DATE 8/28/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. AS PER PHONE CALL 8/20/97, PROVIDE FIRE -SPRINKLER PLANS AND APPLY FOR FIRE - SPRINKLER PERMIT. 2. TRUSS T2: ENGINEER IS REQUIRED TO DESIGN SPECIAL CONNECTION OR HANGER WHICH PROVIDES FOR ANCHORAGE CONTINIOUS TO FOUNDATION. 3. ENER CALCS SKYLIGHTS NOT IN CALCS. 3.2 SQUARE FOOTAGE IS 2413 3.3 I NEED TO SPEAK TO MARTY RUNNELS, YOUR ENERGY CONSULTANT, REGARDING FENESTRATION CALCULATIONS. 4. BRACING PER 2326 UBC AREAS WHICH DO NO COMPLY WITH CONVENTIONAL BRACING. 4.1 LINE B - AN ALTERNATE BRACED WALL PANEL PER 2326.11.4 IS SHOWN. IT SHOULD BE LABELED DIFFERENTLY FROM A 4' PANEL AND ALL RE- QUIREMENTS INCLUDING ANCHOR BOLTS AND STEEL FOR THE FULL LENGTH OF BRACED WALL LINE SHALL BE SHOWN ON PLANS. (THIS OCCURS ON LINE B AND LINE 4 AND LINE C) 4.2 LINE 5 - BRACING IS NOT PROVIDED WITHIN 8' OF THE END OF THE EXTERIOR WALL. 4.3 LINE C - INTERIOR BRACING REQUIRED THROUGH BUILDING. THE TWO PANELS PROVIDED ARE OFF -SET MORE THAN 4'. SMALLER PANEL IS LABELED AS A SHEARWALL.AND IS NOT IN CALCS - RATHER IT IS AN ALTERNATE BRACED WALL PANEL AND SHOULD BE LABELED & SCHEDULED AS SUCH. 4.4 LINE D - PROVIDE BRACING WITHIN 8' OF THE END OF WALL LINE. ENCLOSED IS ICBO UBC CODE SECTION ON ALTERNATE BRACED WALL PANEL. PLEASE LABLE CORRECTLY AND ADD TO THE BRACED WALL SCHEDULE. a/ STILL• AWAITING TRUSSES - SPOKE TO ERIC AT LONGFELLOW. MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. CC: DICK WENKER NORTHSTAR ENGINEERING ATT: JEFF RICHELIEU t +'A � ��,) ice' ... � * f .' ,1 • • ^:. IL ti . i f • +' � • if.• RJ .., -a. 3+: w� � .. F liV 1 ��' -� .�j `4 f •4:r•rx s 4040 -10 -LO O62 0,100B-� "WENKER;. Richard) 184'1 'Mello`Way f. - (woo•d.burning stove) t ti 4 Vl� Pee- ��•�� :' i F � . l 5i i u 1� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D Vf1SION , 7 County Center Drive • Oroville, California 95.965 • Telephone (530) 53 541 PERMIT` NO. (Rev. 12/96) APPLICATION AND PERMIT (? -� �� /, ASSESSOR PARCEL NUMBERUU ZONING BUI DING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILJi � ADDRESS .:C /' A � � ��- t. �r � U • l�LW_ ti / • CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAULING ADDRESS CONSTRUCTION LENDER Fireplace %'� �_ 6 (, LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee J ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee _$35t� $ BUILDINGADDRESS CI 1 Energy Plan Checking Fee $ PERMIT FEE $ `V LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF JV Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities❑ Installation ❑ Other Describe Work: + l (�{� t�\ 1 -1'-� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Ca20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20o.ORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) \ ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner )I;o as to become subject to workers' compensation laws of California, and agree'thet if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r' X ���" Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHAis ermit required for excavations over 5'0" dee and demolition or construction P q Pr of structures over 3 stories in height. Main Service zooA TO tOooA 46.00 NEW CONST.DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLOS. 3.50FT_ NON pESID. MULTI -OUTLET 97,50 APPARATUS a SINGLE OUTLET CAR. Ex. Occu OUTLET OR FIXTURES 9AL @ I.5o Ex. Occup. O.DS A� ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee777-7 Energy Inspection Fee $ Occ CONST. TYPE A/ TOTAL FEE $ 5 1'� • (� v HA2. D, FE IMP FLOOD CDF PARCEL PO HD ISS 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. / P�_ E;� B Y C � A A dt Date 1 PERMIT EXPIRES ON ! `�y- ��Cob Date Receipt No. r � ' "� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 13 ;. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 �� SIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER I_UD Q _ CJTL ZONING BUI ING PERMIT OWNER TELEPHONE� SO. FT. OCC. BUILDING VALUATION .OWNERS rjI ADDRES W J�J\I` •�A\-'�'j CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 5-0 D .Crib LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 35 -no ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS I 1) �U( Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF f( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fob the following reason: e' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. �,SQso OR F7. � & ACC. corSr. Bj�7 =RESID. @7.50 8 OWER OUTLET APPARATUS ET CIR. E7(, OCCU OUTLET OR FIXTURES 6 @ .20 I 0 UNS°F, 5.00 Ex. Occup. DFlxUT rs P ID, Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f ith comply with those provisions. XDate iN- 99 pplicant - B—Owner ❑ Contractor ❑ Agent Signa re offi An OSHA pe it is required for excavations over 60" deep and demolition or construction of structuref over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ rz-3 CONST. TYPE T TAL FEE $ S.Ou HAz FE IMP FLOOD CDF PARCEL I PD HD 111SW This permit is hereby issued under the applicable provisions of the Bylte County Code and/or Resolutions to do work indicate above for which fees have been paid. By Date I PERMIT EXPIRES ON I'/y'�OO (Date) rceiptNo. Z6 ITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT NERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVI4LE, C1FORNIA 95965 - TELEPHONE (916) 538-7541 . � t4„ ea PERMIT APPLICATION DATA SHEET OWNER::CA^ ASSESSOR PARCEL NUMBER: (D�JO— IOO O�O� Proposed Bui�g Use: JA40Zd a gAn. - Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By We< items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 1:15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .--------- ❑ 10. Fees of $ -------------------- ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: A-------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. =----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy) .•- ------------------------ 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 0 ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------ =------ ❑26. Letter of intent on building use. ---------------------------------------------------------------------------)------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows 0<ail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. (Applicant:7&-1�11 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air o1 utio Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: (Date) Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: _ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your siomm, Please complete and return this information at your earliest opportunity to avoid unnY Mar in processing and issuing your building permit. No building permit will be issued until Me verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES,�T NO 2. I HAVEg HAVE NOT 0 signed an application for a building permit for the p wposed wp& 3. I have contracted with the followingperson (fm) to provide the proposed CawanQt100:': NAME: .. cP •:V .:' .. r'•2CtS u ..... ... 1• .- ..• r ... � • _ it: .-S: / •..' .. . ' x.' F.�.^ • •e1r,:1�.3% ADDRESS Y . . ,.,... .� ,. C1'FY::. - ;:, '�.'•- �.:... .PHONE:*"`. . - ..:��•:... •r ; .. .. . -.:... , -• : -, ,,. ,:,;,.�: � :.-_ . _ ... � .,.; :�,.�f-.�:;.-;�� .; CON'M-449R1914CIMIM 4. I plan to, provide portions of this work, but I have hired the folio to , t .,. aaag-person. , ���R+di folk .; . supervise, _ pr6vide the: mayor work:. NAbfko— ADDIUMi ... �:... ;: CITY: .,,•.a..,. PHONE:... CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to-peovida the work indicated: NAME ADDRESS PHONE TYPE! OF WORK SIGNED: J( PROPERTYOWNER: SOCIAL SECURITY NUMBE : r,, DATE: /-1,g f? NOTE: This Owner -Builder Ver leation Is required by Section 19831 and 19832 of* California Health and Safety Code. This ver (cation must be -completed and . returned to our office before we are permitted to issue the permit. AIT OWNER BUILDER INFORNIATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your prote0on. you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own'work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . Ifyou plan too do your own worst, with the exception of various trades that you plan to subcontz=4 you should be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate thmily. and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as eontra6t6 or subcontractors. then you may be an employer. .. .:. ♦' If you am an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social. security ixes, . workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are e-Vei dally serious with respect to worker's compensation. insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small -Business Administration). For more specific information about your obligatlons under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.- If clic structure is intended for sale, property owners who are not licensed contractors are allowed to perform their ,-:• work p. isonally or through their own employees, without a licensed contractor or subcofitractor, only under limited aoouididors. `` . . t ,,,A firequent practice of unlicensed persons professing to be conaactorsYis to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own tabor and material personally. Building permits aro sat required to be signed'by property owners uhleis they are pertbAi i ig their ovim'work personalty �rrfomation about licensed conorac!prs may be obtained by contracting the Contractors State License Board to your ---- community or at 1020 N Street, Sacramento, CA. 95814. - - , .Please cdmplett;'dw-Owner Builder Verification" on the reverse side of this form so that we can confirm that you 'are aware of these matters. The building permit wilt not be issued -until the verification is returned.. _ r rely, Mic� el C. Vi ira, C.B.O. Man ger, Building inspection NOTE: This Owner-Builder.Injormatlon is required by Section 19830 of the Calljornin XeaXt and Safety Code. OVER `�' ENGINEERING DATA CAMILLE, TENNESSEE 37714 " f ASS BUILDING SYSTEMS, INC. Universal Steel Structures, Inc. 6040 Unity Drive, Suite F Norcross, GA 30071 A& S Job No. 298-088 E Location: - Durham, CA 0 Gentlemen: t* LETTER OF CERTIFICATION This is to certify that the building referenced above and included in these calculations is designed to sustain no less than the requested loads as described on page 1 of the calculations, and is designed for the roof slope indicated, and in accordance with AISC (Ninth Edition) and/or AISI (1986 Edition with 1989 Revisions), and ANSI/AWS D1.1-94 procedures as applicable. This letter of certification includes only the steel building as furnished by A & S Building Systems, an AISC-MB certified manufacturer, and specifically excludes all foundation, masonry or general contract work. The attachgd calculations are to remain wWand are a part of this letter of certification. PRbPERTY OF A & S BUILDING SYSTEMS, ) IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF A & S BUILDING SYSTEMS, INC. P.O. Box 53, Hwy. 25 West, Garyville, TN 37714, Phone: (423) 426-2141 Fax: (423) 426-2011 • A&S Building Systems, Inc. HOUSTON- TEXAS CARYVILLE. TENNESSEE SHEET=OF NO. 29R - 08B E MADE BYi—%W6 DATE 2 -10 - CK -0. -/0-CK-D. BY_ DATE Building Type - GABLE 5YMM ETRIGAL Lire Load - Roof '2O Psf Span--3o'-O Live Load - Frame 2 Psf Eon Height -=- I¢! -O Wind Load BO MPN Roof Slope -- V/2 DeadLoad Metal Building Onl* Bay Spacing-- (3) 20'-0 END WALL COLS (COLD -FORM) Building Code - U04 1994 .--- Other Loads: PANEL Roof: UN Ga. 024 Ga. 0 Vistasheen O Standing Seam Wall : L�26 Ga. 024 Ga. Mistasheen DVistashadow ANCHOR BOLTS -A307 EiOther' "PBR " ErOther PSR END FRAMES LEFT E. W g�3110 B 3 _9 U) RIGHT E, Imo/. el m m Cz tj c� BOLTS BASE PLATI: RIGID FRAME (2) ¢ (X 2 X 82 INTERIOR COLS /NONE AlnrE END WALL COLS (COLD -FORM) END WALL COLS (ROLLED) OTHER END FRAMES LEFT E. W g�3110 B 3 _9 U) RIGHT E, Imo/. el m m Cz tj c� FRAME nl CONNECTION S A&S Building Systems HOUSTON. TEXAS CAMILLE. TENNESSEE SHEET—2 OF 40-r SCAL JOB No. 298 - 088 E MADE BY YW6 DAT E 2 � 10 - 9e CK'D. BY DATE .0 (8)3OA325 (OXBx l=5 MO 7E COG . To RAFTER) • N, U) �4- IACING'_BAYS 0 RooF 0 - o0 4Y MEMBERS() PURLINS GIRTS FLANGE BRACES RAFTER i #-3 (eave, to peak) COLUMN NONE (base to eave) (g)3OA325 PEAKCDAW-1 �x 4-c �IIIIIIIRi . 5/w S SIZE SPACING LAP SAG STRAP 20=o J 20=0 200 1 /IDN �) (2) (3) � () BAYS SIZE SPACING LAP SAG STRAP 1 /IDN 5/w s 38z I 7= 3 E W 5 IG 2 A&S BUILDING SYSTEMS, INC. • r-1 cc origin Endwall A Endwall C Building Orientation ra-1 Z 3 B 2 P 3 FIG. t RIGID FRAME: MEMBER NOTATION P FIG. 2 RIGID FRAME: OVERALL DIMENSIONS K 3 FIG- 3 UNSYMMETRICAL FRAME 410141 (06. BA . CLEVA'TION • • 0 Research Systems Group, Inc. Ix FIG. T CRANE LOADS'ON RIGID FRAME MEMBERS LT. 4 a b a bI� �. LT 2 M LT- 3 LT•I i a a i FIG. 8 SPECIAL LOADS APPLIED TO FRAME MEMBERS b • 0 • DESIGN PROCEDURES ROOF AND VAT -1 PANELS �IJfly, =: CAL ��:�.�V 2s- Pte: VIII — 3 3" goo? t lip/o' SWIM PROPvrr= PAN& GAUGS P, (1W1 P. fltrl T1Mexc W0 worn (Pon awtN M.) complutosm �om 1, PLOALI S. (1m"L) 1, (WRL) _. 24 50 30 .024 2.42 29.7 .2888 .1190 .2336 1 .1150 Nam: ALL CALCULATIONS FOR THE PROPERTIES Of DURA -SEL PAMJ ARE CALCULATED IN ACCORDANCE WITH THE LW1NEDITXOV OF "SPECIFICATIONS FOR TSE DESIGN OF LIGHT GAUGE COLD FORD STILI. STRUCTURAL MDMI S" - PUBLISHED IT TSE AFRICAN IRON AND STEEL INSnTM (AISI) NOTES: 1) Properties have been calculated in accordance with 1988/88 AISI Cold Fora Design !Manual. 2) For wind loading, increase tabulated values by 33 1/3. 3) Deflection values are based on L/180. FWAM RS Ae6mm W. Glle• f allL.TlT! OElSt� / 1 S /» ' Iwo. Joao 0 1E 0 SAL: DESIGN PROMMES Par.>:: Via SE=ZON: ROOF AND WALL PA>ltELS Z or: 4 VisuShadow Pants (Wall Only) r� ENGINEERING PROPERTIU OF STEEL MltdAadow PANELS 93 1 STEEL TOTALTOP Pr woom PLAT all COWRIE"" EOTTM COfnrllEE011011 /LAT M Pb GALlOE INK TM 11111 411=1Iai/PT21 70 i Iflrfl 11 • 24 2 -SPAN I l 59 57 1 3 -SPAN 1 136 1 104 1111 IIN FIM ptnl 26 .020 .0217 50 .8a0 .0231 .0415 .0221 .0431 30 24 .024 ,0vs 1 50 1.1114, .0286 .0519 .0275 .0524 30 1. Saetlon .Pr*PWM ham been cMalat80 in accordance with current AISI tomficatiom 2. Minunwn yield saw IM1 of creel is WKS. 3. vistaShaaow PanaN an VelYenc:so with G-90 zinc coach¢ SPAN MAXIMUM TOTAL UNIFORM LOAD IN PSF GAUGE I CONDITION I L • 30-4 i L i - 4'O I L • 4.4 1 L • r4 L • V4 1 L • 26 ' 2 -SPAN 93 1 71 1 56 1 46 1 3 -SPAN . 108 1 83 T 66 53 SIMPLE _ 116 1 89 70 i 57 11 • 24 2 -SPAN I LL6 1 59 57 1 3 -SPAN 1 136 1 104 82 66 1. values naw oaan oncraaeso 33.1/3% in aceorcam with.AISI apoficatcon 3.1.2.1. r4 L • 7*4 32 21 7 25 40 26 40 26 46 1 31 =WAR= BTI J wlt Y. Guam I s!!!R'.TIY! OAZl2ti / l S/ f) (I=• Nos 0 • • SECTION: ROOF AND WALL PANELS MANUAL: DESIGN A&S W&DING S1rS1M W- PROCEDURES PAGE: VII- 1 OF: 5 ` , A. . -I I- A �� �• �• ENGINEERING PROPERTIES OF STEEL VkUM M PANEL GAUGE STEEL TNK TOTALTOP TNK PT L.3'-0 LaW-0 L•W-4 L•6'-0 L•r-6 L•6'-0 L•7'-0 PLATIN OD�AEJiS10N GOTTO11 PLAT IN s/ contoom Pb 26 ION) IINI IKill 1 IKifl 1� 3 -SPAN 136 91 5$2 b.4 t1N ItM /R1 t1N ATl pN l�tl .020 .6217 1 so .676 .0374 .0376 .0344' .0413 36 r::26 26 .020 .0317 50 M7 .0391 .0396 .0352 .0417 30 24 .024 .0276 50 1..160 .0488 .0499 .0437 .0507 1 30 I _ SaltiM .N/w.rr.:r `rte ►�-� �. (50) 61 --�••.��w �. w wuw� 1AYi ilii�i ..Ial WOCIFIC1100M. 11y130/139). 2. Minimum yield strength of MW is 80 KSI and 50 k9i 3. 26 and 24 91uoa oanets we ptvanind G•90 am costioo. GAUGE SPAN MAXIMUM TOTAL UNIFORM LOAD IN PSF CONDITION L.3'-0 LaW-0 L•W-4 L•6'-0 L•r-6 L•6'-0 L•7'-0 SIMPLE 32 31 25 17 �2 26 �--- 48 34 25 19 14 8 �•CpAN 76 58 46 174 i6171 S0 45 25 ( 17 3 -SPAN 136 91 5$2 b.4 47 35 27 I5 SIMPLE 74 Sp 35 25 19 15 15 8 26 2•0AN 178 51 119 84 32 27 23 (50) 61 46 35 19 3 SPAN 77 140 59 93 47 48 31 66 31 36 2188 8 15 SIMPLE 92 62 43 24 18 32 10 2 -SPAN 84 221 64 148 51 104 41 34 28 24 76 57 44 24 3 -SPAN 173116 7 52 58 48 40. 22 45 34 19 ' ww val— oases an Dancing. 90ttom.ilslues based on allowable dNlection of --L For —L and allowable deflection mult'131y values tabulated by .750 and .500 r""cirnvely. 180. 240 360 2. For wind loading, multiply tabulated and/or calculated values by 1.33. PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 9/15/96 REV. 0 • SECTION: SECONDARY PAGE: VI A MEMBER DESIGN A&S BUILDING SYSTEMS, INC. MANUAL DESIGN PROCED(.'R[:S ¢A ()r: Z g 1875 i 500 �82 Y NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND Illy ARE FOR DEFLECTION DETERMINATION. 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI nit 0.929 0xB1 xB2 GAGE I THICK WEIGHT ' 0.971: 8x2Z16 in 8 x 2.125 x 2.375 18 in 0.061 2.89 G AXIS Y -Y 8x221 S 8 x 2.125 x 2.375 15 0.0� 3,27 Q 8x2214 8 x 2.125 x 2.375 -8-x i 14 0.073 • 3.45 1 ' (in) 8x2213 2.125 x 2.375 -8x 13 ' 0.093 4.41 1 1.841 8x2212 . 2.125 x 2.375 12 0.105: 4.97 :1 0.915 82.93 0.929 71.73 j, 0.935 77.95 0.971: 101.85 ! 0.991: 114.25 1 Va DIMENSION AND SECTION PROPERTIES 8 x 2.125 ZEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/10/97 REV. Z SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix Se ! Rx , S NAME (in4) in3 ' (in) in4) in3 (in 8x2Z16 8.018 1.841 3.071 1.119 0.355 ! 1.147 8x2Z15 9.049 2.098 3.067 1.271 0.421 1.149 8x2Z14 9.536 2.279 _3._06_6 1.343 0.451 1.151 8x2Z13 12.123 2.978 _ 3.057 1.735 0.599 �,� 8x2212 13.599 3.341 3.05 s>�ta Q-FQ DIMENSION AND SECTION PROPERTIES 8 x 2.125 ZEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/10/97 REV. Z • • • SECTION: SECONDARY PAGE: V1 A&S MEMBER DESIGN A85 BUILDING SYSTEMS, INC. NIAWAI.: DESI(IN I'R(k'I:I)('RI.Si ¢g OF: 2 8 i Y e1 C X .1875 so* NOTES: 1. SECTION PROPERTIES AND ALLOWASLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND ly ARE FOR DEFLECTION DETERMINATION: 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI IES AXIS X -X AXIS Y -Y SECTION ' Ix Se R 1 NAME in4 in3 in ' in 8x3Z15 11.358 2.242 3.201 3.0 8x3Z14 11.855 2.422 3.192 3.2 8x3Z13 15.091 3.165 ; 3.188 4.0 8x3Z12 16.771 3.577 i 3177-4. 5 IES AXIS Y -Y r S R 4 i in3 In 55 0.563 1.86 12 0.591 1.88 45 0.731 1.85 f 5 0.899 � 1.85 DIMENSION AND SECTION PROPERTIES 8:3.126 ZEE SECTIONS PREPARED. BY: ROBERT W. GILES EFFECTIVE DATE: REV. • SECTION: SECONDARY PAGE: VI MEMBER DESIGN A&S BUILDING SYSTEMS, INC. MANUAL DESIGN PROCEDI'RES ¢C (1 F: 28 1875 50° �82 Y NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 1 Ix AND ly ARE FOR DEFLECTION DETERMINATION. 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI 10x2Z15 10 x 2.125x 2.375 15 o.'0069 10x2Z14 10 x 2.125 x 2.375 14 0.073 10x2713 , 10 x 2.125 x 2.375 :` 13 ' 0.093 10x2Z12 ° 10 x 2.125 x 2.375 12 0.105 DIMENSION AND SECTION PROPERTIES 10 x 2.125 ZEE SECTIONS 'PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/10/17 REV. 1 . AKtA ; LIP Ma Va ar/R. int in In -k 1 1.739 1.101 0.928 95.12 2.M 1.945 1.181 0.935 108.44 3.41 i.045 1.484 0.971 139.43:7.14 (in4 1.879 ! 1.671 0.991 ; 156.54 10.21 2.781 DIMENSION AND SECTION PROPERTIES 10 x 2.125 ZEE SECTIONS 'PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/10/17 REV. 1 . SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix Se Rx S NAME in4 in3 in) (in4 (in3In 10x2715 15.423 2.781 3.745 1.271 0.421 1.075 10x2714 16.258 3.112 3.743 1.343 0.449 1.076 10x2Z13 20.701 4.077 3.735 1.735 0.598 1.081 10x2Z12 23.242 4.577 i 3.731 1 1.964 0.675, 1 1.084 DIMENSION AND SECTION PROPERTIES 10 x 2.125 ZEE SECTIONS 'PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/10/17 REV. 1 . • • SECTION: SECONDARY PAGE: VI MEMBER DESIGN A85 BUILDING SYSTEMS, INC. MANUAL DESIGN PROCEDURES 4 D OF: Z 8 B2 Y NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND ly ARE FOR DEFLECTION DETERMINATION. 50° 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI 0 s.oq, 3.901 3.1 8 3.095 3.898 ; 3.: 9 4.273 3.891 , 4. 4 4.93 3.885 4.1 FIES AXIS Y -Y S i4 in3 � !33 0.563 1.585 .04 0.593 1.566 131 0.751 • 111.573. i72 0.96 1.576 DIMENSION AND SECTION PROPERTIES 10 x 3.125 ZEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 111ol97 REV. i • I • • SECTION: SECONDARY PAGE: VI MEMBER DESIGN A&S BUILDING SYSTEMS, INC. MANUAL: DESIGN PROCEDURES 4 E OF: 2 8 Y B 1 B2 Y NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND ly ARE FOR DEFLECTION DETERMINATION. 500 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI - ---a - - � ...v v.ra DIMENSIONAL PROPERTIES SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION SECTION • I Se Rx IV I S v Ry NAME in4 NAME Dx31xB2 GAGE THICK WEIGHT AREA : LIP ALLOWABLES Ma Va in 12x321 S ' 12 x 3.125 x 3.375 in 15 0.089 4.76 II"856 t � in 0.928 in -k 116.06 2.30 12x3214 12 x 3.125 x 3.375 14 0.073 - 4.51 1.486 0.935 126.18 2.81 12x3Z13 , 12 x 3.125 x 3.375 • -x3.375 13 i 0.093 6.311i1 0.971 183.52 5.89 12x3212 12 x 3.125 12 0.105 ; 7 Una ; -2 nan • n m. i #%A ..� - ---a - - � ...v v.ra DIMENSION AND SECTION PROPERTIES 12 x 3.125 ZEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/lo(97 REV. I SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix I Se Rx IV I S v Ry NAME in4 , in3 in in4 in3 in 12x3215 28.908 3.394 4.584 ; 3.033 0.566 1.485 12x3Z14 30.481 3.689 4.583 3.204 0.596 1.486 12x3Z13 38.844 5.366 I 4.575 4.131 0.761 1.492 12x3Z12 43.64 6.371 4.571 4.672 0.962 1.495 DIMENSION AND SECTION PROPERTIES 12 x 3.125 ZEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: 1/lo(97 REV. I �-7 A A&S BUILDING SYSTEMS, INC. Y --j B I t J X- Y X t=.1875 SECTION: SECONDARY PAGE: - VI MEMBER DESIGN 3 %IANC' I.: DFSIGN PROCEDURF-.S: 4F 0F: 2 8 I NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND Iy ARE FOR DEFLECTION DETERMINATION. 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU --70.0 KSI DIMENSION AND SECTION PROPERTIES 8 x 2.5 CEE SECTIONS rvF-rymr.0 t$1: KUtStKI W. G[LES EFFECTIVE DATE: 1/10147 REV. 1 DIMENSIONAL PROPERTIES SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix SECTION Rx I FtyS NAME (in4) ALLOWABLES NAME. DxB GAGE THICK ° WEIGHT ' AREA LIP Ma Va 3.077 0.697 0.348 in aY/R. int M in -k 0.789 8x2.5C16 8 x 2.5 16 0.081: 2.89 0.851 0.778 1 60.19 2.53 8x2.9C15 8 x 2.5 15 0.069 3.27 ; 0.962 0.797. 68.79 3.66 8x2.5C14 8 x 2.5 14 0.073 3.45 1.015 0.807 : 74.26 4.31 8x2.5013 i 8 x 2.5 13 0.093:1 4.41 11-298! 0.856!: 103.23 1 9.06 8x2.5C12 8 x 2.5 12 0.105 4.97 1.461 0.884 116.48 12.51 DIMENSION AND SECTION PROPERTIES 8 x 2.5 CEE SECTIONS rvF-rymr.0 t$1: KUtStKI W. G[LES EFFECTIVE DATE: 1/10147 REV. 1 SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix Se Rx I FtyS NAME (in4) (in3) (in) (in4) (in3) (in) 8x2.5C16 8.051 1.761 3.077 0.697 0.348 0.906 8x2.5015 9.082 2.012 3.073 0.789 0.401 0.906 8x2.5014 9.569 2.171 3.071 0.832 0.427 0.905 8x2.5C13 12.153 3.018 3.061 1.062 0.566 0.905 8x2.5C12 13.624 3.406 3.054 1.194 0.648 0.904 DIMENSION AND SECTION PROPERTIES 8 x 2.5 CEE SECTIONS rvF-rymr.0 t$1: KUtStKI W. G[LES EFFECTIVE DATE: 1/10147 REV. 1 • • io A� I SECTION: SECONDARY PAGE: V► MEMBER DESIGN A&S BUILDING SYSTEMS, INC. SIA AI : Dl:' lIGN PRo ('FDL'RFS +G or: 2-9 Y B ' I I t J' a X =.1875 NOTES: 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND ly ARE FOR DEFLECTION DETERMINATION. 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI DIMENSION AND SECTION PROPERTIES 8 X 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jio/97 REV. Z DIMENSIONAL PROPERTIES SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION . SECTION Ix Se ALLOWABLES NAME DxB GAGE ' THICKWEIGHT! AREA'- LIP Ma Va (in) in in a>11R. int ' finil i lin-k(kips 11.252 8x3.5C15 ! 8 x 3.5 15 10.069 ' 3.739 1.101 0.797 75.85 3.68 8x3.5C14 8 x 3.5 _ 14 ' 0.073 ' 3.945 1-181: 0.807. 80.89 4.31 8x3.5C13 8 x 3.5 13 0.093 5.045 1.484 0.856 108.61 9.06 8x3.5C12 8 x 3.5 12 0.105 5.679 1.671 0.884: 122.11 12.51 DIMENSION AND SECTION PROPERTIES 8 X 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jio/97 REV. Z SECTION PROPERTIES AXIS X -X AXIS Y -Y SECTION Ix Se Rx 1111 S NAME (in4) (in3) (in) in4) in3) (in) 8x3.5C15 11.252 2.212 3.199 1.782 0.659 1.273 8x3.5C14 11.856 2.359 3.197 1.881 0.702 1.273 8x3.5C13 - - 15.063 --- 3.176 3.186 2.405 0.935 1.273 8x3.5C12 16.891 3.571 3.181 2.707 1.072 1.273 DIMENSION AND SECTION PROPERTIES 8 X 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jio/97 REV. Z r Ll • SECTION: SECONDARY PAGE: VI ' MEMBER DESIGN A&S BUILDING SYSTEMS, INC. MANUAL: DFSlGX PR0CE:DL'RFS 4 H ()F-: 28 Y B I t NOTES: X Q 1. SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDITION OF THE AISI SPECIFICATIONS WITH 1989 x ADDENDUM. 2. Ix AND Iy ARE FOR DEFLECTION DETERMINATION. ;=.1875 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI DIMENSION AND SECTION PROPERTIES 10 x 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jiprg7 REV. 1 DIMENSIONAL PROPERTIES AXIS Y -Y SECTION Ix Se Rx 1 S III SECTION NAME DxB GAGE THICK I WEIGHT AREA LIP ALLOWABLES Ma Va 10x3.5015 10x3.5C14 ; 10x3.5C13 ; 10x3.5012 I in 10 x 3.5 10 x 3.5 10 x 3.5 10 x 3.5 15 14 13 12 in , 0.069 0.073, ' 0.093t ; 0.105 , B/R. 4.208 4.441 5.678 6.392 kt2 in 1.238 , 0.797 ; 1.306 ; 0.807 1.671. 0.855 ' 11.88 - 0.MM in -k 94.29 103.18 147.71 166.09 2.89 3.4 7.14 10.21 DIMENSION AND SECTION PROPERTIES 10 x 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jiprg7 REV. 1 AXIS X -X AXIS Y -Y SECTION Ix Se Rx 1 S III Ry NAMEI (in4) (in3) (in) (in4) (in3) (in) 10x3 5015 18.867 2.757 3.904 1.911 0.662 1.243 10x3.5C14 19.887 3.017 3.903 2.017 0.705 1.243 10x3.5C13 25.307 4.319 3.893 2.581 0.941 1.243 10x3.5C12 28.403 ; 4.857 "8872-906 1.081 1.243 DIMENSION AND SECTION PROPERTIES 10 x 3.5 CEE SECTIONS PREPARED BY: ROBERT W. GILES EFFECTIVE DATE: i jiprg7 REV. 1 lU • �dv SECTION: SECONDARY PAGE: VI MEMBER DESIGN ABS BUILDING SYSTEMS, INC. M\�I `�I.: nI:SIG� t'ROCE:nI'RES ♦I (1( z $ U Y B J lu X t=.1875 NOTES:. 1. SECTION PROPERTIES AND ALLOWA13LES ARE COMPUTED IN ACCORDANCE WITH THE 1986 .EDITION OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. 2. Ix AND ly ARE FOR DEFLECTION DETERMINATION. 3. Se AND Sy ARE FOR BENDING. 4. FY=57.0 KSI FU=70.0 KSI NAME [111 13 GAGE' THICK WEIGHT AREA in ALLOWABLES LIP I Ma Va 12x3.5C15 (in) 12 x 3.5 15 (in) 0.059_ !Elft. (in 1.376 n) 0.797 (in -k) (kips! 12x3.5C14 . 12x3. SC13 ° 12 x 3.5 14 0.073 _4.667 4.935 1.452. 0.807 • 112.57 122.95 2.39 2.81 12x3.5C12 12 x 3.5 12 x 3.5 13_ 12 0.093_ 6.311 1.856 0.856 187.55 5.89 0.105 7.104 .2.09 0.884; 215.01 8.42 SECTION PROPERTIES SECTION Ix AXIS X -X Se AXIS Y -Y Rx al.. S NAMERy 12x3.5C15 (in4) 28.958 (in3) 3.2_91 � � (in) (in4) in3) in 12x3.5C14 30.531 3.595 - 4.588. 4.586 2.015 2.126 --- 0,663 12x3.5C13 38.891 5.484 4.577 . 2.722 0-70T-7' 0.944 1.21 12x3.5C12 43.676 6.287 4.572 3.065 ; 1.085 1.21 1.21 DIMENSION AND SECTION PROPERTIES 12 x 3.5 CEE SECTIONS nn r. T% + ►u nlxr- D T : KVt3tK I w . (iiLES EFFECTIVE DATE: 1/to/Q7 REQ'. 1 • A&� A&S BUILDING SYSTEMS, INC. G X SECTION: SECONDARYI PAGE: VI MEMBER DESIGN MANUAL: DESIGN PROCEDURES ¢,rOE: Z8 i i Y B1 12 ONE ,I B2 0.1875 NOTES: SECTION PROPERTIES AND ALLOWABLES ARE COMPUTED IN ACCORDANCE WITH THE 1986 EDMON OF THE AISI SPECIFICATIONS WITH 1989 ADDENDUM. Ix AND y ARE FOR DEFLECTION DETERMINATION. Se AND Sy ARE FOR BENDING. 12 0 FY -b7.0 KSI FU=70.0 KSI DIMENSION AND SECTION PROPERTIES 8" EAVE STRUT PREPARED BiY': ROBERT W. GILES EFFECTIVE UATE: 1110117 REV. 2 • • i i • m i 3� Of � saz � 3 g�;Ov 31 ~ s fill its > ? e LO �d pia XWq_ t 0 0 isW s W N y�� r.� W a a al pa 1111 rN ~ y() ~ G N'S��II�r'N�r N`O r Mr �Eg~ iHN21 ptea~:�=p�`�<�a C/iZr<Wf9W W> Q N W N SW J, O rJ r O r FM a N 144y 1►W W W 1► J r W�_ � ; ` aar O z al �► 7 C C yy�� 1r y� r W 22 g W< N O x O r N W O 2 J � O W Q r -a "El' r mZ N O 7p r W� Wyk _ C�iipr `� 3 FN> W N� i W = N <O< pF WOO W Ad all ma4n x icy rc Q�Ny �;_NF <tQ pO JQ H_ y� Z `3xppyz�Q��;Ir~v I WyW� < J. =>Q «W q W O�r_yy��� W W WpJa WN33p �y gJ ? r= J N a >>02 7 �f �� a �C it tr lllp < a U, 7 JYIW o sr Q<� N� rr� N. J 3 aoZ W� �>><iiQpW t7 With i= <_p�`O WW� ys�N `t�{yr>j �ppfyVj O t�FN yq�t?j��$1y~ lima .a r�0Y0is��7A{a7 7 all ilia = i! =a 1 Ifi ! !jj P!je �!Z II f �a ,:Mw 3 iavmz�_ :1 IwI MI AI NI A.I M 1, MIN N A « WIN •<. � » �i�Irl •'moi• �r IOt v = N!N1 N'.`i1 N.Iril O: •I w 1 A A wl •I 1 . . . . . . fjr . I 1y •� �. I N ,.•.N h 1• NI • A••IAI J Ifl� •.,.•1.= N ».=w:1w i If I �1iii < �1 • i.rl h= 1«'AIN !w � P11M �• W W � _1 NI -I NI NI I»I �I �I N,•tl N+� � i� N •I_,_'•'^ - �IA •IA -I NIA ��N ABY i I •iw eess E•I•NI NAI iziAI A I • w 1= 1. 1 A. • � I:� m N. X C .-.if11 NI 1r1 NI :AO . 3' 1 r~ 1 i " • ASS Building systems •' "ourIM MA& C�A1MW.�«wss CABLE 8RACING DATA C • sauT__o�_ No. � MACI SYr DATI CABLE CONSISTS OF 7 -STRAND GALVANIZED MMA NIGH STRENGTH (ENS) STEEL CABLE. REF. ASTM A 475-69 FOR BREAKING STRENGTHS. *WORKING STRENGTH OERIVED BY DIVIDING BREAKING STRENGTH BY,,TWO. "REF. RISC SPEC A 1.S.6. -FOR INCREASED ALLOWABLE DUE TO WINO. REF. BRACE GRIP SYSTV PREFORMED'LINE PRODUCTS COMPANY CLEVELAND. OHIO 44103 FOR TABLES BELOW. 0 RATED, BREAKING STRENGTH Obs) OF ENS STRAND WORKING STRENGTH INCREASED ALLOWABLE SIZE STRENGTH +2 (1bs) x4/9(lbs) KIPS) 1/40 66650 39325 4o433 4.433 3/8" 159400 79100 10.267 10.257 1/2" 26.900 13.450 179933 17.933 LISTED BELOW ARE THE RECOMMENCED EYEBOLT SIZES TO USE WITH BRACE -GRIPS. BRACE -GRIP CAT. NO. STRAND SIZE EYEBOLT SIZE BRG-2580 1/4" 1/2" 8RG-2583 3/8" SRG-2585 1/2" 1/8" . • 11 t 4D5 A&S Building Systems HOUSTON, TEXAS CARYVILLE. TENNESSEE W /A/ D S"CfAIG RS=. I t BLDG s SPAS/ X E MT. X - MAY WL = PSF SAY BRACED SHEET___OF Jea No. MADE BY__ DATE CK'D. BY DATE ON9 #ALR OP Twt ENOM/ALL ysA10 Leab Is TIAUSHITTV& OIRtcTLY Ti TNA FOUNAAT/OM AT TME AASC OF T11C ENO WALL WINO COLUPINT. TN[ tcm4#iww& Wfaab LeAO tNTrRt TNt R1eP BRAL/A16 srsrem AT THE TOP oP TNi iroOwALL WIA10 Ca&aA AIS . TAC wiMe LOAD IS TAtw W4xSgCAACO Te TNt A•OMOAT/ON TN**u6N TMl smcwALL ARAeowA sV%rCAf. A;lP. IMBMA RLR w/w0 LOAS $Across# A1SG SPEeS !f I.S.1.. FAR /ycACASEO ALLOWARLC bK9 TA WIMOI Aa6 tAIC11lt0 DATA S119EY FOR CABLE CA PACITICS . SYAIgsT�C 1 PARTIAL 11WwALL AL&'IIAmM PARTIAL COOP PLAma y A & S Building Systems, Inc. CARYVILLE, TENNESSEE SHEET OF NO. STAND RD BFMTNG FRAIYtir END RAFTER nETATr a MADE BY DATE CK'D BY DATE GENERAL NOTES L COLD FORMED CHANNELS ARE 57 = MM. YIELD. HOT ROLLED SHAPES ARE M 2. RAFTERS ARE DESIGNED AS CONTINUOUS BEANS. 3. DESIGN IN ACCORDANCE WITH CURRENT AISC OR AISI SPECH (CATIONS AS APPLICABLE COLD FORMED RAFTER O. r _ 0; �- - CORNER COLUMN O O 2-5E"+A325 O Z- 58"• A 325 O 32323164 4a3a 144 CAP IL 612 a 14 a 8 TYPICAL COLDFORMED COLUMN TO COLDFORMED RAFTER CONN. 2- 58"# A32 3a 32316 X • D RAFTER 2 - AN -AR 114 4 O + pl t PEAK CONN. TTP- 5'-0 VARIESWI1Hi�giINTERIOCOLUMIA,E SFUCE VARIES WrrH ICER TYPICAL 14OT-ROLLED COLUMN TO COLDFORMED RAFTER CONNECTION INTERMEDIATE SPLICE - VARIES WTI'HMFIM ER INTERIOR COLUMN 7341L 14 a 8 TYPICAL COLDFORNED COLUMN TYPICAL NOT -ROLLED COLUMN TO HOT -ROLLED RAFTER CONN. TO NOT -ROLLED RAFTER CONN. VAR= WITH ]ME1MDt PEAK. CONN. VARIES WITH m3mmER BEARING FRAME PEAK CONN. WITH COLUMN VIDiVI - AMEAgnm BEARING FRAME PEAK CONN. WITH COLUMN Z. A & S Building Systems, Inc. CARYVILLE, TENNESSEE SHEET OF NO. STANnARn CTRT nRTATT MADE BY DATE CK'D BY DATE DETAIL SIMPLE SPAN INTERIOR FRAME t`- BOLTS ' 2- 12"- BOLTS DETAIL C FONT!t:UOUS INTERIOR Fh4h4F 3' 612 LA: NDWALL GIRT T2-12'9 BOLTS `-SIDEWALL GIRT E TAIL F BEARING FRAME CORNER CONNECTION 0 . 2-12'- JOLTS -2-12"-BOLTS -12`- JOLTS DETAILm CONTINUOUS INTERIOR FRAME Q 2'-512 LAP •ate 2'-541 4 0 • • O •! • y �� 1 • _ •- • •- • 0 L . 2•12"'BOLTS 2.12" -BOLTS TAI CONTINUOUS INTERIOR FRAME E 4'-1112 DETAIL F FRAME IN ENOWALL CORNER CONNECTION (EXTERIOR MOUNTED) 2-12"- BOLTS'" A & S Building Systems, Inc. CARYVILLE, TENNESSEE SHEET OF NO. STAMARD PORT TN 1n1KTATTS MADE BY DATE CK'D BY DATE 12"• BOLTS 2-12"0 BOLT! -DETAIL A SIMPLE SPAN INTERIOR FRAME • I'-234 2'-534 2-12"4BOLS • • • • I r2'0' B OLTS 2-1 O - 4 2-12 " BOLTS DETAIL C CONTINUOUS INTERIOR FRAME Q 3'-812 LAP • DETAIL E BEARING END FRAME ILTS 12"• BOLTS TAIL B CONTINUOUS INTERIOR FRAME @ 2-512 LAP 534 2'- 4 t_e I I t -2"* OLTS o • •0 2-12%BOLTS 2 -12 "• BOLTS lit DETAIL D CONTINUOUS INTERIOR FRAME a 4'-1112 +Ir ilt USE 4-12"t BOLTS AT PURLIN TO CLIP CONNECTION ON 30 LL-25'BAYS AND 40 L L - 20'a 25' BAYS. MIDWEST.METALLIC *** PURLIN DESIGN *** JOB NUMBER : QUOTES\98088E ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** Y SPACING (FEET) :3@20. NSET LEFT (FEET) .667 INSET RIGHT (FEET) ROOF SLOPE :1.000 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 10.168 PSF MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035' MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN L/180. THIS PURLIN RUN IS DESIGNED FOR AN ENCLOSED BUILDING HORIZONTAL SPACING -(FT.) 5.0000 PURLIN DEPTH (INCH) : 8.00 COEF ------- *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF # LENGTH LEFT SECTION ---- 1 -------- .6667 ------ .0000 ------- 8216 2 19.3333 .0000 8216 3 20.0000 .3125 8216 4 19.3333 .3125 8216 5 .6667 .0000 8216 • • PAGE 1 667 LAP WIND DL + WL DL + LL RIGHT ------- COEF ------- (KLF) ------- ('KLF) .0000 -1.0000 -.0910 ------- .1109 .3125 -1.0000 -.0910 .1109 .3125 -1.0000 -.0910- .1109 .0000 -1.0000 -.0910 .1109 .0000 -1.0000 -.0910 .1109 0' *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 .667 1@.6667 1@.6667 20@1.0000 1@19.3333 �219.333 3 20.000 20@1.0000 1@20.0000 4 19.333 20@1.0000 1@19.3333 5 .667 1@.6667 1@.6667 • 0 *** PURLIN DESIGN *** JOB NAME: QUOTES\98088E PAGE 2 LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------- LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS !,DEFL #! o-LS! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -.02! -.07! 5.23 2.53 ! .03 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02! .97! 5.23 2.53 ! .39 .00 .15! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 4.26! .00! 5.23 2.53 ! .00 .81 .81! 202 !RL! -1.48! -1.13! 5.23 2.53 ! .45 .28 .28! !RS! ------------------------------------------------------------------------------- -1.84! -1.16! 10.47 5.05 ! .23 .18 .08! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ---------- K -FT! w KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -1.84! 1.10! 10.47 5.05 ! .22 .18 .08! !LL! -1.50! 1.07! 5.23 2.53 ! .42 .29 .26! 3!FM! 3.68! .00! 5.23 2.53 ! .00 .70 .70! 238 !RL! -1.50! -1.07! 5.23 2.53 ! .42 .29 .26! !RS! ----------------------------------------------------7-------------------------- -1.84! -1.10! 10.47 5.05 ! .22 .18 .08! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -1.84! 1.16! 10.'47 5.05 ! .23 .18 .08! !LL! -1.48! 1.13! 5.23 2.53 ! .45 .28 .28! 4!FM! 4.26! .00! 5.23 .2.53 ! .00 .81 .81! 202 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.97! 5.23 2.53 ! .39 .00 .15! ------------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS DEFL #! -------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02! .07! 5.23 2.53 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! op *** PURLIN DESIGN *** JOB NAME: QUOTES\98088E PAGE 3 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------- LO!MOMENT! SHEAR! ALLOWABLE FORCES UNITY CHECKS . DEFL #! o,LS! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- .00! .00! .00 .00 ! ----------------------------- .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .01! .03! 6.98 3.37 ! .01 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.27! 6.98 .3.37 ! .08 .00 .01! !LL! .00! .00!. .00 .00 ! .00 .00 .00! 2!FM! -.88! .00! 3.49 3.37 ! .00 .25 .00! 1638 !RL! 2.29! .51! 6.98 3.37 ! .15 .33 .13! !RS! ------------------------------------------------------------------------------- 2.45! .52! 13.96 6.74 ! .10 .18 .04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.41! 13.96 6.74 ! .08 .18 .04! !LL! 2.33! -.40! 6.98 3.37 ! .12 .33 .13! 3!FM! .40! .00! 6.98 3.37 ! .00 .06 .06! 9999 !RL! 2.33! .40! 6.98 3.37 ! .12 .33 .13! !RS! ------------------------------------------------------------------------------- 2.45! .41! 13.96 6.74 ! .08 .18 .04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma)_ SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.52! 13.96 6.74 ! .10 .18 .04! !LL! 2.29! -.51! 6.98 3.37 ! .15 .33 .13! 4!FM! -.88! .00! 3.49 3.37 ! .00 .25 .00! 1638 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .01! .27! 6.98 3.37 ! .08 .00 .01! ------------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.03! 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00!. .00! .00 .00 ! .00 .00 .00! 0 MIDWEST METALLIC PAGE 1 *** EAVE STRUT DESIGN *** JOB NUMBER`: QUOTES\98088E ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** Y SPACING (FEET) :3@20. qw INSET LEFT (FEET) . .6667 INSET RIGHT (FEET ) .6667 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.) 2.5000 EAVE STRUT DEPTH (INCH) : 8.00 *** DESIGN CRITERIA *** DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 10.168 PSF MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN : L/180. THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING SPAN LENGTH SECTION AREA. ---- -FT- ------- NAME ------- IN.SQ. 1 .00 8ES16 ------ 1.090 2 20.00 BES16 1.090 3 20.00 BES16 1.090 4 20.00 8ES16 1.090 5 .00 8ES16 1.090 • 0 MOMENT WIND DL + WL DL + LL INERTIA COEF (KLF) (KLF) ---------------------------- 11.27 2.3000 -.0537 .0552 11.27 2.3000 -.0537 .0552 11'.27 2.3000 -.0537 .0552 11.27 2.3000 -.0537 .0552 11.27 2.3000 -.0537 .0552 t *** EAVE STRUT DESIGN *** JOB NAME: QUOTES\98088E PAGE 2 **** DEAD + LIVE LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! 0'LS! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- .00! .00! .00 .00 ! .00 ------------ .00 .00! ------ 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 RS! -------------------------------------------- .00! .00! .00 :00 ! .00 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE ---------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! ---------------------------------------=--------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .55! 5.71 2.37 ! .23 .00 .23! 2!FM! 2.76! .00! 5.70 2.37 ! .00 .98 .98! -901 RS! ------------------------------------------------------------------------------- .00! -.55! 5.70 2.37 ! .23 .00 .23! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .55! 5.70 2.37 ! .23 .00 .23! 3!FM! 2.76! .00! 5.70 2.37 ! .00 .98 .98! -401 RS! ------------------------------------------------------------------------------- .00! -.55! 5.70 2.37,! .23 .00 .23! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .55! 5.70 2.37 ! .23 .00 .23! 4!FM! 2.76! .00! 5.70 2.37 ! .00 .98 .98! -401 RS! ------------------------------------------------------------------------------- .00! -.55! 5.70 2.37 ! .23 .00 .23! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 RS! .00! .00! .00 .00 ! .00 .00 ,00! • 0 *** EAVE STRUT DESIGN *** JOB NAME: QUOTES\98088E PAGE 3 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- LS! .00! .00! 00 .00 ! 00 ---------------- .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 RS! ------------------------------------------------------------------------------- .00! .00! .00 .00 ! .00 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.59! 7.60 3.16 ! .23 .00 .23! 2!FM! -2..68! .00! 7.60 3.16 ! .00 .35 .35! 912 RS! ------------------=---------------------------------------------------------=-- .00! .59! 7.60 3.16 ! .23 .00 .23! SP!LO!MOMENT! SHEARS ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.59! 7.60 3.16 ! .23 .00 .23! 3!FM! -2.68! .00! 7.60 3.16 ! .00 .35 .35! 912 RS! ------------------------------------------------------------------------------- .00! .59! 7.60 3.16 ! .23 .00 .23! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.59! 7.60 3.16 ! .23 .00 .23! 4!FM! -2.68! .00! 7.60 3.16 ! .00 .35 .35! 412 RS! ------------------------------------------------------------------------------- .00! .59! 7.60 3.16 ! .23 .00 .23! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00. .00! 0 RS! .00! .00! .00 .00 !, .00 .00 .00! • • MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NUMBER : QUOTES\98088E ( FULL OPTIMIZATION ). ** GEOMETRIC DATA *** Y SPACING (FEET) :3@20. INSET LEFT (FEET) .6667 INSET RIGHT (FEET) .6667 GIRT CONDITION FLUSH *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -10.17 PSF MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/120. SPAN BAY PRESSURE SUCTION PRESSURE SUCTION N0. SPACING COEF COEF (KLF) (KLF) ---- ------- -------- ------- -------- ------- 1 19.3333 .9000 -.9000 .0691 -.0691 2 20.0000 .9000 -.9000 .0691 -.0691 3 19.3333 .9000 -.9000 .0691 -.0691 MAX. TRIBUTARY SPACING (FT.) : 7.0000 GIRTS ARE CONNECTED USING LONG CLIP. GIRT DEPTH (INCH) : 8.00 *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------------ ------------- ------ 1 19.3333 .0000 8Z16 .0000 2 20.0000 .0000 8216 .0000 3 19.3333 .0000 8216 .0000 *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 19.333 20@1.0000 20.000 20@1.0000 19.333 20@1.0000 • INSIDE BRACES 1@19.3333 1@20.0000 1@19.3333 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- WLP PAGE 2 ------------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! ----------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .46! 6.98 3.37 ! .14 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 1.66! .00! 6.98 3.37 ! .00 .24 .24! 661 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -2.59! -.74! 6.98 3.37 ! .22 .37 .19! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.59! .60! 6.98 ----------------------------------------- 3.37 ! .18 .37 .17! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! .24! .00! 6.98 3.37 ! .00 .03 .03! 2984 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -2.59! -.60! 6.98 3.37 ! .18 .37 .17! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY'CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.59! .74! 6.98 3.37 ! .22 .37 .19! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 1.66! .00! 6.98 3.37 ! .00 .24 .24! 661 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.46! 6.98 3.37 ! .14 .00 .02! 0 • *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: QUOTES\98088E PAGE 3 LOADING COMBINATION -- WLS ------------------------------------------------------------------------------- L O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #!--K-FT! -- --------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.46! 6.98 3.37 ! .14 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -1.66! .00! 3.49 3.37 ! .00 .48 .00! 661 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- 2.59! .74! 6.98 3.37 ! .22 .37 .19! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59! -.60! 6.98 3.37 ! .18 .37 .17! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM!. -.24! .00! 3.49 3.37 ! .00 .07 .00! 2984 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------- 2.59! .60! 6.98 3.37 ! .18 .37 .17! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY 7----------------- CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59! -.74! 6.98 3.37 ! .22 .37 .191 !LL! .00! •.00! .00 .00 ! .00 .00 .00! 3!FM! -1.66! .00! 3.49 3.37 ! .00 .48 .00! 661 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .46! 6.98 3.37 ! .14 .00 .02! • MIDWEST METALLIC PAGE 1 *** GIRT DESIGN **' *** LEFT ENDWALL *** JOB NUMBER : QUOTES\98088E ( OPTIMIZE SHORT ONLY ) 4 GEOMETRIC DATA *** kS*PACING (FEET) :1@8.,1@14.,1@8. INSET LEFT (FEET) .6667 INSET RIGHT (FEET) .6667 GIRT CONDITION FLUSH *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE .(q): -10.17 PSF MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/120. SPAN BAY PRESSURE SUCTION PRESSURE SUCTION N0. SPACING COEF COEF (KLF) (KLF) ---- ------- -------- ------- -------- ------- 1 8.0000 .9000 -.9000 .0058 -.0058 2 14.0000 .9000 -.9000 .0058 -.0058 3 8.0000 .9000 -.9000 .0058 -.0058 MAX. TRIBUTARY SPACING (FT.) .6354 GIRTS ARE CONNECTED USING SHORT CLIP. GIRT DEPTH (INCH) : 8.00 *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ------------ ------------- ------ 1 7.3958 .0000 8216 .0000• 2 13.4583 .0000 8216 .0000 3 7.3958 .0000 8Z16 .0000 11 *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 7.396 8@1.0000 2 13.458 14@1.0000 3 7.396 8@1.0000 • 40 INSIDE BRACES 1@8.0000 1@14.0000 1@8.0000 *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- WLP PAGE 2 LO!MOMENT! SHEAR! ALLOWABLE ---------------------------------------- FORCES ! UNITY CHECKS ! DEFL #! ----------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .02! 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .04! .00! 6.98 3.37 ! .00 •.O1 .01! 9999 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ----------------------'--------------------------------------------------------- .00! -.02! 6.98. 3.37 ! .01 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! -------------------------------------------------------------------------------' K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .04! 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! .13! .00! 6.98 3.37 ! .00 .02 .02! 8899 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! -.04! 6.98 3.37 ! .01 .00 .00! _. SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .02! 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! .04! .00! 6.98 3.37 ! .00 .01 .01! 9999 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.02! 6.98 3.37 ! .01 .00 .00! • • GIRT DESIGN *** *** LEFT ENDWALL "* JOB NAME: QUOTES\98088E PAGE 3 LOADING COMBINATION -- WLS ------------------------------------------------------------------------------- LO!MOMENT! SHEAR! ALLOWABLE FORCES S! UNITY CHECKS ! DEFL -#!- K -FT! 0 ------------------------------------------------------------------------ KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.02! 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -.04! .00! 3.49 3.37 ! .00 .01 .00! 9999 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! .02! 6.98 3.37 ! .01 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ----------------------- K -FT! -KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.04! ------------------------------------------------------- 6.98 3.37 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -.13! .00! 3.49 3.37 ! .00 .04 .00! 8899 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! .04! 6.98 3.37 ! .01 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.02! 6.98 3.37 ! .01 .00 .00! .!LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -.04! .00! 3.49 3.37 ! .00 .01 .00! 9999 !RL! .00! .00! .00 .00 ! .00 00 .00! !RS! .00! .02! 6.98 3.37 ! .01 .00 .00! • 0 MIDWEST METALLIC COLUMN DESIGN *'* *** LEFT ENDWALL *** JOB NUMBER : QUOTES\98088E ( OPTIMIZATION ) *** GEOMETRIC DATA *** 0 A SPACING (FEET) 1@8.,1@14.,1@8. FS EAVE HEIGHT (FEET) 14.00 BS EAVE HEIGHT (FEET) 14.00 FS TO RIDGE (FEET) 15.000 FS ROOF SLOPE : 12 1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 10.17 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/120. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 *** LOADING COMBINATIONS *** 1.DL+LL 2.DL+WLP 3.DL+WLS 4.DL+0.5LL+WLP 5.DL+0.5LL+WLS 6.DL+LL+0.5WLP 7.DL+LL+0.5WLS B.DL *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL, TRIB. MIDSPAN SUCTION # SIZE LENGTH SPACING HEIGHT COEF. ----------- ------ ------- ------- ------- `1 8X3.5C16 13.310 4.000 14.167 -.900 2 8X3.5C15 13.977 11.000 14.792 -.900 3 8X3.5CI5 13.977 11.000 14.792 -.900 �4 8X3.5CI6 13.310 4.000 14.167 -.900 PRESSURE SUCTION PRESSURE COEF. (KLF) (KLF) ---------------------- .900 -.037 .037 .900 , -.101 .101 .900 -.101 .101 .900 -.037 .037 * ' CORNER CoL . 'S HA VE AXIAL. LOA 1) ONL Y, g X 3.5 C I G 0. K. Pck INSPEG TION/. *** COLUMN DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E PAGE 2 *** COLUMN NUMBER : 1 SIZE :.8X3.5C16 *** G1 (FEET) = 3.500 • • • I I AXIAL BENDING I<----- ALLOWABLE FORCES ----->1<---UNITY CHECK ---->1 COMB 1 MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY 1 DEF COMBILOC ---- I ---- I kips I ------- kip -ft -------- I kips ------- kip -ft kip -ft kips (AXIAL FLGE. FLGE. 1 CHECK 1 L/ 1 1 FM 1 .52 .01 I 1 12.15 ------ 5.14 ------ 4.56 ----- I ----- 2.371 .04 ----- .00 ------ .00 1 ------- .04 1 0 1 1 G1 1 .52 .00 1 14.32 5.14 5.03 2.371 .04 .00 .00 1 .04 1 1 FM 1 -.96 .80 1 44.23 6.85 6.08 3.161 -.01 .12 .13 1 .12 11817 2 1 02 G1 1 -.96 .63 1 44.23 6.85 6.71 3.161 -.01 .09 .09 1 .08 1 3 1 FM 1 -.96 -.82 1 99.23 6.85 6.08 3.161 -.01 .12 .13 1 .15 1**** 3 1 G1 1 -.96 -.63 1 99.23 6.85 6.71 3.161 -.01 .09 .09 1 .10 I 4 1 FM 1 -.23 .81 1 99.23 6.85 6.08 3.161 -.01 .12 .13 1 .13 11817 4 1 G1 1 -.23 .63 1 99.23 6.85 6.71 3.161 -.01 .09 .09 1 .09 1 5 1 FM 1 -.23 -.82 1 44.23 6.85 6.08 3.161 -.01 .12 .13 1 .14 1**** 5 1 G1 1 -.23 -.63 1 44.23 6.85 6.71 3.161 -.01 .09 .09 1 .10 1 6 1 FM 1 .26 .41 1 16.21 6.85 6.08 3.161 .02 .06 .07 1 .08 13635 6 1 G1 1 .26 .32 1 19.09 6.85 6.71 3.161 .01 .05 .05 1 .06 1 7 1 FM 1 .26 -.40 1 16.21 6.85 6.08 3.161 .02 .06 .07 1 .05 1**** 7 1 G1 1 .26 -.31 1 19.09 6.85 6.71 3.161 Al .05 .05 1 .03 1 8 1 FM 1 .07 .00 1 12.15 5.14 4.56 2.371 .01 .00 .00 1 .01 1 0 8 1 G1 1 .07 .00 1 14.32 5.14 5.03 2.371 .00 .00. .00 1 .00 1 • • *** COLUMN NUMBER : 2 SIZE : BX3.5C15 ***. G1 (FEET) = 3.500 • • I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 2.94 .06 1 14..50 6.29 5.59 3.431 .20 .01 .01 1 .21 1 0 1 1 G1 1 2.94 .01 1 17.01 6.29 6.15 3.431 .17 .00 .00 I .189 1 2 1 FM 1 -2.60 2.43 1 50.06 8.38 7.45 4.571 -.05 .29 .33 1 .27 1 644 2 1 G1 1 -2.60 1.83 1 50.06 8.38 8.21 4.571 -.05 .22 .22 1 .17 1 3 1 FM 1 -2.60 -2.51 1 50.06 8.38 7.45 4.571 -.05 .30 .34 1 .39 1-644 3 1 G1 1 -2.60 -1.86 1 50.06 8.38 8.21 4.571 -.05 .22 .23 1 .28 1 4 1 FM 1 -1.32 2.44 1 50.06 8.38 7.45 4.571 -.03 .29 .33 1 .30 1 644 4 1 G1 1 -1.32 1.84 1 50.06 8.38 8.21 4.571 -.03 .22 .22 1 .20 1 5 1 FM 1 -1.32 -2.48 1 50.06 8.38 7.45 4.571 -.03 .30 .33 1 .36 1-644 5 1 G1 1 -1.32 -1.85 1 50.06 8.38 8.21 4.571 -.03 .22 .23 1 .25 1 6 1 FM 1 1.45 1.26 1 19.33 8.38 7.45 4.571 .08 .15 .17 1 .24 11288 6 1 G1 1 1.45 .93 1 22.68 8.38 8.21 4.571 .06 .11 .11 1 .18 I 7 1 FM 1 1.45 -1.21 1 19.33 8.38 7.45 4.571 .08 .14 .16 1 .09 1**** 7 1 G1 1 1.45 -.92 1 22.68 8.38 8.21 4.571 .06 .11 .11 1 .05 1 8 1 FM 1 .38 .01 1 14.50 6.29 5.59 3.431 .03 .00 .00 1 .03 1 0 8 1 G1 1 .38 .00 1 17.01 6.29 6.15 3.431 .02 .00 .00 1 .02 1 • • *** COLUMN NUMBER 3 SIZE : 8X3.5C15 *** G1 (FEET) = 3.500 • • 0 I I AXIAL BENDING I<----- LOADI I FORCE MOMENT I AXIAL COMBILOC I kips kip -ft I kips ---- I ---- I ------- --------I------- 1 I FM 1 2.94 .06 1 14.50 1 1 G1 1 2.94 .01 1 17.01 2 1 FM 1 -2.60 2.43 1 50.06 02 1 G1 1 -2.60 1.83 1 50.06 3 1 FM 1 -2.60 -2.51 1 50.06 3 1 G1 1 -2.60 -1.86 1 50.06 4 1 FM 1 -1.32 2.44 1 50.06 4 1 G1 1 -1.32 1.84 1 50.06 5 1 FM 1 -1.32 -2.48 150.06 5 1 G1 1 -1.32 -1.85 1 50.06 6 1 FM 1 1.45 1.26 1 19.33 6 1 G1 1 1.45 .93 1 22.68 7 1 FM 1 1145 -1.21 1 19.33 7 1 G1 1 1.45 -.92 1 22.68 8 1 FM 1 .38 .01 1 14.50 8 1 G1 1 .38 .00 1 17.01 11 • ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ------ ----------- I ----- ----- ------ 1-------1---- 6.29 5.59 3.431 .20 .01 .01 1 .21 I 0 6.29 6.15 3.431 .17 .00 .00 1 .18 1 8.38 7.45 4.571 -.05 .29 .33 1 .27 1 644 8.38 8.21 4.571 -.05 .22 .22 1 .17 1 8.38 7.45 4.571 -.05 .30 .34 1 .39 1-644 8.38 8.21 4.571 -.05 .22 ..23 1 .28 1 . 8.38 7.45 4.571 -.03 .29 .33'1 .30 1 644 8.38 8.21 4.571 -.03 .22 .22 1 .20 1 8.38 7.45 4.571 -.03 .30 .33 1 .36 1-644 8.38 8.21 4.571 -.03 .22 .23 1 .25 1 8.38 7.45 4.571 .08 .15 .17 1 .24 11288 8.38 8.21 4.571 .06 .11 .11 1 .18 1 8:38 7.45 4.571 .08 .14 .16 1 .09 1**** 8.38 8.21 4.571 .06 .11 .11 1 .05 1 6.29 5.59 3.431 .03 .00 .00 1 .03 1 0 6.29 6.15 3.431' .02 .00 .00 1 .02 1 *** COLUMN DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E PAGE 3 *** COLUMN NUMBER : 4 SIZE : 8X3.5C16 *** G1 (FEET) = 3.500 • • 0 • I I AXIAL BENDING 1<----- LOADI I FORCE MOMENT I AXIAL COMBILOC I kips kip -ft I kips ---- I ---- I ------- --------I------ 1 1 FM 1 .52 .01 1 12.15 1 1 G1 1 .52 .00 1 14.32 1 FM I -.46 .80 199.23 I G1 1 -.46 .63 199.23 1 FM 1 -.46 -.82 1 44.23 3 1 G1 1 -.46 -.63 144.23 4 1 FM 1 -.23 .81 144.23 4 1 G1 1 -.23 :63 1 44.23 5 1 FM 1 -.23 -.82 1 44.23 5 1 G1 1 -.23 -.63 1 44.23 6 I FM 1 .26 .41 1 16.21 6 1 G1 1 .26 .32 1 19.09 7 1 FM 1 .26 -.40 1 16.21 7 1 G1 1 .26 -.31 1 19.09 8 I FM 1 .07 .00 112.15 8 1 G1 1 .07 .00 114.32 • ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ------ ----------- I ----- ----- ------ I -------I---- 5.14 4.56 2.371 .04 .00 .00 1 .04 1 0 5.14 5.03 2.371 .04 .00 .00 1 .04 1 6.85 6.08 3.161 -.01 .12 .13 1 .12 11817 6.85 6.71 3.161 -.01 .09 .09 1 .08 1 6.85 6.08 3.161 -.01 .12 .13 1 .15 1**** 6.85 6.71 3.161 -.01 .09 .09 1 .10 1 6.85 6.08 3.161 -.01 .12 .13 1 .13 11817 6.85 6.71 3.161 -.01 .09 .09 1 .09 1 6.85 6.08 3.161 -.01 .12 .13 1 :14 1**** 6.85 6.71 3.161 -.01 .09 .09 1 .10 1 6.85 6.08 3.161 .02 .06 .07 1 .08 13635 6.85 6.71 3.161 .01 .05 .05 1 .06 1 6.85 6.08 3.161 .02 .06 .07 1 .05 1**** 6.85 6.71 3.161 .01 .05 .05 1 .03 1 5.14 4.56 2.371 .01 .00 .00 I .01 I 0 5.14 5.03 2.371 .00 .00 .00 I .00 1 MIDWEST.METALLIC PAGE 1 *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER : QUOTES\98088E ( FULL OPTIMIZATION ) 40 GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 1@8.,1@14.,1@8. ENDBAY (FEET) :20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE ROOF SLOPE 1.00/12 BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) 5.000 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 10.168 PSF BUILDING CONDITION (E,P,O): E SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT L/180. *** LOADING *** ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN ------ LENGTH -------- ENDBAY/2 COEF. ------------ --- EXTN. ------ COEF. (KLF) (KLF) 1 8.0000 10.0000 -2.3000 .0000 ------- ------- -2.3000 ------- -.2038 .2308 2 14.0000 10._0000 -2.3000 .0000 -2.3000 -.2038 .2308 3 8.0000 10.0000 -2.3000 .0000 -2.3000 -.2038 .2308 *** DESIGN RESULTS *** MEM --- SIZE LENGTH 1 ------- 8X3.5C16 -------- 8.0000 2 8X3.5C16 14.0000 3 8X3.5C16 8.0000 • 0 *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- DL+LL PAGE 2 ------------------------------------------------------------------------------ SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL# ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND !' -L/okl-------------------------------------------------------------------------- 1 ! 1 !**! .00! .52! 5.14! 2.53! .21! .00! ! 1 !FM! .23! .40! 5.14! 2.53! .16! .04! 9999 ------------------------------------------------------------------------------ ! 1 !**! 3.24! -1.33! 5.14! 2.53! .53! .63! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL #-! ------------------------------------------------------------------------------ # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 2 ! 2 !**! -3.24! 1.62! 5.14! 2.53! .64! .63! ! 2 !FM! 2.42! .00! 5.14! 2.53! .00! .47! 787 ------------------------------------------------------------------------------ ! 2 !**! 3.24! -1.62! 5.14! 2.53!' .64! .63! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR' BEND ! -L/- 3 ! 3 !**! -3.24.! 1.•33! 5.14! 2.53! .53! .63! ! 3 !FM! .23! -.40! 5.14! 2.53! .16! .04! 9999 ! 3 !**! .00! -.52! 5.14! 2.53! .21! .00! • m • *** RAFTER DESIGN *" *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- DL+WL ------------------------------------------- !SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! - -!-# ! ! K -FT! KIP ! MOMENT SHEAR ! 1 ! 1 !**! .00! -.46! 6.86! 3.37! ! 1 !FM! -.20! -.36! 6.86! 3.37! ! 1 !**! -2.86! 1.17! 6.86! 3.37! ---------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! ------------------------------------------- 2 ! 2 !**! 2:86! -1.43! 6.86! 3.37! ! 2 !FM! -2.13! .00! 6.86! 3.37! ! 2 !**! -2.86! 1.43! 6.86! 3.37! ------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! ------------------------------------------- 3 ! 3 !**! 2.86! -1.17! 6.86! 3.37! ! 3 !FM! -.20! .36! 6.86! 3.37! ! 3 !**! .00! .46! , 6.86! 3.37! • • PAGE 3 UNITY RATIO ! DEFL SHEAR BEND ! -L/- .18! .00! .14! .03! 9999 .46! .'.42! UNITY RATIO ! DEFL SHEAR BEND ! -L/- ---------------------------- .56! .42! .00! .31! •897 .56! .42! ---------------------------- UNITY RATIO ! DEFL SHEAR BEND ! -L/- ---------------------------- .46! .42! .14! .03! 9999 .18! .00! *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION---DL+0.5LL+WL PAGE 4 ------------------------------------------------------------------------------ !SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .00! -.23! 6.86! 3.37! .09! .00! ! 1 !FM! -.10! -.18! 6.86! 3.37! .07! .01! 9999 ! 1 !**! -1.45! .59! 6.86! 3.37! .24! .21! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 1.45! -.72! . 6.86! 3.37! .29! .21! ! 2 !FM! -1.08! .00! 6.86! 3.37! .00! .16! 1765 ! 2 !**! -1.45! ..72! 6.86! 3.37! .29! .21!* ----------------------------------------------------------=------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 3 ! 3 !**! 1.45! -.59! 6.86! 3.37! .24! .21! ! 3 !FM! -.10! .18! 6.86! 3.37! .07! .0,1! 9999 ! 3 !**! .00! .23! 6.86! 3.37! .09! .00! *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- DL+LL+0.5WL PAGE 5 ------------------------------------------------------------------------------ 0 !SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 1 ! 1 !**! .00! .26! 6.86! 3.•37! .10! .00! ! 1 !FM! .11! .20! 6.86! 3.37! .08! .02! 9999 ------------------------------------------------------------------------------ ! 1 !**! 1.60! -.66! 6.86! 3.37! .26! 23! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 2 ! 2 !**! -1.60! .80! 6.86! 3.37! .32! 23! ! 2 !FM! 1.19! .00! 6.86! 3.37! .00! .17! 1605 ------------------------------------------------------------------------------ ! 2 !**! 1.60! -.80! 6.86! 3.37! .32! .23! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 3 ! 3 !**! -1.60! .66! 6.86! 3.37! .26! .23! ! 3 !FM! .11! -.20! 6.86! 3.37! .08! .02! 9999 ! 3 !**! .00! -.26! 6.86! 3.37! .10! .00! l 0 *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: QUOTES\98088E LOADING COMBINATION -- DL PAGE 6 ------------------------------------------------ !SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! 7----------------------------- UNITY RATIO ! DEFL # ! I K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ---------------------=------------------------------------------------------- 1 ! 1 !**! .00! .07! 5.14! 2.53! .03! .00! ! 1 !FM! .03! .05! 5.14! 2.53! .02! .01! 9999 ------------------------------------------------------------------------------ ! 1 !**! .42! -.17! 5.14! 2.53! .07! .08! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ---------=-------------------------------------------------------------------- ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 2 ! 2 !**! -.42! .21! 5.14! 2.53! .08! .08! ! 2 !FM! .32! .00! 5.14! 2.53! .00! .06! 6072 ------------------------------------------------------------------------------ ! 2 !**! .42! -.21! 5.14! 2.53! .09! .08! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ------------------------------------------------------------------------------ ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 3 ! 3 !**! -.42! .17! 5.14! 2.53! .07! .08! ! 3 !FM! .03! -.05!' 5.14! 2.53! .02! .01! 9999 ! 3 !**! .00! -.07! 5.14! 2.53! .03! .00! • • ** WIND LOAD GOVERNS THE BRACING DESIGN ** XYZ_ CORPORATION PAGE 1 *** BRACING DESIGN *** JOB NUMBER : QUOTES\96088E.A (FULL OPTIMIZATION) • GEOMETRIC DATA *** BAY SPACING (FEET) 3@20.00 BRACED TIER SPACES (FT) 8.000,14.00,8.000 FRONT EAVE HEIGHT (FEET): 14.0000 BACK EAVE HEIGHT (FEET) 14.0000 FRONT SIDE ROOF SLOPE 1.0000/12 FRONT SIDE TO RIDGE 15.0000 *** BRACING DATA *** RF BRACING TYPE CABLE FS BRACING TYPE CABLE BS BRACING TYPE CABLE LE BRACING TYPE CABLE RE BRACING TYPE CABLE *** DESIGN CRITERIA *** WIND VELOCITY PRESS (q) : 10.1680 PSF INTERIOR COEFFICIENT,GCpR: 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 *** LOADING COMBINATIONS *** 1. WIND LOAD 0 # BAYS 1 # BAYS 1 # BAYS 1 # BAYS 1 # BAYS 1 EDGE STRIP WIDTH (FEET) 20.000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAX. HORIZONTAL DEFLECTION .0000 *** BRACING DESIGN *** JOB NUMBER : QUOTES\98088E.A *** ROOF BRACING *** PAGE 2 (FRONT TO BACK SIDE) *** BRACING RESULTS *** ------------------------------------------------------------------------------- ER I TIER 1 'C' B R A C I N GS I Z E/ T E N S I O N _ 1 0. 1 SPACING I BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 ----------------------------------------------------------------------------- I 1 1 8.0000 1 1/4" DIA 1 I(FS) 1 1 1.16 1 ----------------------------------- --------------------------------------------- 1 2 1 14.0000 1 1/4" DIA I I I 1 .00 1 -------------------------------------------------------------------------------- 1 3 1 8.0000 1 1/4" DIA 1 I(BS) 1 1 1.16 1 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I COL I P I S T R U T S- T Y P E / F 0 R C E I I # I FORCE I BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 ------------------------------------------------------------------------------- I FS 1 .3745 1 STANDARD I IEAVE 1 1 1.45 1 ------------------------------------------------------------------------------- 1 2 1 1.0754 1 CL - 1 1 I 1 1 1.08 1 -------------------------------------------------- ---------------------------- 1 3 1 1.0754 1 CL - 1 1 1 1 1 1.08 1 ------------------------------------------------------------------------------- I BS 1 .3745 1 STANDARD I IEAVE 1 1 1.45 1 --------------------------------- • *** BRACING DESIGN *** JOB NUMBER : QUOTES\98088E.A *** WALL BRACING *** PAGE 3 *** FRONTSIDE *** ------------------------------------------------------------------------------- I TIER 1 C. B R A C I N G— S I Z E/ T E N S I O N 1 LL I SPACING I BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 ------------------------------ FS I 14.0000 1 1/4" DIA I Is 1 I 1 1.70. 1 USE Me TPA. -CAO -F ------------------------------------------------------------------------------- *** BACKSIDE *** ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G— S I Z E/ T E N S I O N 1 IWALL I SPACING I BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY #.0 1 BAY # 0 1 ------------------------------ ------------------------------------------------ I BS 1 14.0000 1 1/4" DIA I E .3�8 DSA - GABLE I 1 1 1.70 I USE ------------------------------------------------------------------------------- *** LEFT ENDWALL *** -------------------------------------------------------------------=----------- I I TIER I C. B R A C I N G— S I Z E/ T E N S I O N i IWALL I SPACING I BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 ------------------------------------------------------------------------------- I LE 1 13.1667 1 1/4" DIA I �� I I 1 1.32 I. USE' 3 /8 DIA. GABLE ------------------------------------------------------------------------------- *** RIGHT ENDWALL *** ------------------------------------------------------------------------------- I I TIER 1 'C' B R A C I N G— S I Z E/ T E N S I O N 1 IWALL I SPACING 1 BAY # 2 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 BAY # 0 1 ------------------------------------------------------------------------------- RE 1 13.1667 1 1/41.27A 1 i%SE -318 " DIA• GABLE ------------------------------------------------------------------------------- • • CODE : UBC9+ 8 o M PN iE)C f $� BASIC WIND PRESSURE FOR COMPONENTS 10.168 PURLINS, EAVE STRUT End zone p(+): s(-): -2.300 Int. zone p(+): s(-): -1.000 Cornr. zone p(+): s(-): -2.800 GIRTS: Sidewall Int. zone p(+): .900 s(-): -.900 End zone p(+): .900 s(-): -1.500 GIRTS: Endwall Int. zone p(+): .900 s(-): -.900 End zone p(+): .900 s(-): -1.500 END COLUMNS: Interior Int. zone p(+): .900 s(-): -.900 End zone p(+): .900 s(-): -1.500 END COLUMNS: Corner Int. zone p(+): .900 s(-): -.900 End zone p(+): .900 s(-): -1.500 E.W. RAFTER Basic p(+): s(-): -2.300 Overhang p(+): s(-): -1.000 BRACING p(+): Int. zone p(+): 1.300 s(-): -1.300 End zone p(+): 1.300 s(-): -1.300 BASIC WIND PRESSURE FOR MAIN FRAME 10.168 W.W.Wall W.W.Roof L.W.Roof ---------------------------------------- L.W.Wall LC-1: .800 -.700 -.700 -.500 LC -2: .000 .000 .000 .000 LC -3: .000 .000 .000 .000 SNOLOD SNOCOF RUFLOD FRMLOD WNDLOD SEICOF .00 .70 20.00 12.00 10.17 .14 LOAD COMBINATIONS : 010203040910 DEFLECTION CRITERIA PURLINS = L / 180 EAVES = L / 180 GIRTS = L / 120 E.W.RAFTERS = L / 180 E.W.COLUMNS = L / 120 M.FRAME 1 = L / 180 M.FRAME 2 = L / 180 DEFAULT VAL = L / 180 • ' ' 7 2 q8- 088E AUTO/STcEL DESIGN_ A C S JUILDING SYSTEMS HOUSTON, TEXAS Y 3 CARYYILLE• TENNESSEE -- ----- ----- r 19S6 g u � 2 --TITLE._- - - 298088E ------ ..._ ..-- 12 I.1 It 13 ----- ---- • ---_ 11 .. uATE — 2-10-9a . - -,.. __. .... _... _. __. ... ......._... _.—_ 16 15 17 _ IH TYPE OF STRUCTURE- _ --------...._ ___..___ 16 SPECIAL E 21 22 19 -FRAM 2:1 20 21 REPORT OPTIONS 211 22 ..._ ... INPUT ECMO ... ... _. .._._ .... ' � - _' v 23 .ANCHOR BOLTS AND CONNECTIONS 711 T' V4 __..-.-. DESIGN SUMMARY REPORT ....SUMMARY JOINT DEFLECTIUNS -- __...._.... .. ._...__-... 31 X. 26 27 r 26 -EXECUTION OPTIONS-- ` 29 EXECUTION MODE = NO OPTIMIZATION 30 31 ——__.._._...._._._. MAXIMUM NUN9cR - 3.1 32 OF I i E R A T I U N S = 1 - .. .., _ ... _----------------- - it 33 34 UNITY CM ELK RANGE ...._ .950 TO 1.05.0 - rl 5 MAXIMUM SEGMENT SIZE —-----_.__._ _ 2.000 Fi.37 4•. nr 36 COEF. OF LINEAR - ------------...� ,,�; 39 EXPANSION. ?. 0000065000 s, d1 MOO. OF ELASTICITYVE : 29000000. PSI 42 43 OPTIMIZE FLANGE s:. 45 BRACING = NO' .0 ti46u 41 ' c1 62 .19 63 so..- ... .- ... _,. .. .... ._. ' .li.l � 65 SI 52 .. .. ... ... .. -- 67 54 - -- 69 70 55 .__._ 71 .. ...... _.._—_.....—_..._ _._._. ..__ _._' _. 72 73 7, 0 .0 - m y m o � m s56 � **wocuo zmpwr eCau** , ^ � apAw LemG?*s , |^ 30 .000 .ouo p LEFT EXTERIOR COLUMN a o GIRT AND 3RACE LOCATIONS .0 ooJ o RAFTER AT LEFT . KNEE 50.000 ~»»o n 12 9.970 .000 boo -000 9-870 1.000 8.250 15.00U o xuoua. p n n 14 20 .000 50.000 .' ' - o PURLIN AND BRACE LOCATIONS " u SYMMETRIC FRAME GENERATED WITH '- - LOAD FACTORS 21 —.094D.L.OAD .055 ouO ~"°" - .moo -.aom - .uo -.oxo uLWr .zaa -.2*m wLLx Lzws 29 LOAD 2 3 OL GLOB I UNIF .000 -:056 .000 -.056. usAm Y 000 -.oxu oL#r -.ono wcLx .oz wLLx _~z4� Lzvs -.00a nexo -.uxu- oLwx uLLu. ' .uu*. WLLx ,oz -~ox� mLWr = WL L w��x = .uw� ° m LOAD DESCRIPTION w OL 4 ° . � ° 4 OL -- w49 ' - m y m o � m s56 ~ " .o m o ju '' :12 o p � -'~---__- � R |3b 3? 41) .15 m ^ ~ --__-___-_- = |m �m � o m m p w |m |a 64 a 66 w m m m " ----� n |n �p 75 z , ^ , |^ ~ " .o m o ju '' :12 o p � -'~---__- � R |3b 3? 41) .15 m ^ ~ --__-___-_- = |m �m � o m m p w |m |a 64 a 66 w m m m " ----� n |n �p 75 U D E S I G N S U M M A R Y R E P O R T 3 A C S BUILUtNG.Sr'SiEMS HOUSTON TEXAS . _._____._GARYVILLE..-TENNFS$EE._ _._. PAGE NO. - _.- _ .1 • 19808dE -._. _._- .. _ DATE 2-10-98 ' --------------------------- 3 i FRAME REACTIUNS - LOAD CONDITION----- 4 _.. _,. _ _........_ ...---------_--- - 5 i 6 VERTICAL- MD RIZONTAL.____ MOMENT _ VERTICAL__ -HORIZONTAL _ JOINT REACTION REACTION REACTION DEFLECTI6N DEFLECTION ----- 9 ul NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 10 ------ -------- ---------------- _.._...._._ _ _ -------- II ° 1 4.771 1.232 .00U .000 .000 _.._._ ..----_._-- -.-- ;I 2 13 -.007 -.109 14 ' Is --- -- -- ----....--------- ---1•-345.._..----- -..000 16 4 -.007 .109 _ 17 5 4.771 -1.232 .00U .000 .000 'B Is _ 16 - FRAME REACTIONS LOAD CUNOITION 2 - OL +' YLL- -----_--- _ - - - - ._.._..___-___-__--.___20 li 21 22 u _._VERTICAL HORIZONTAL_ MOMENT _ VERTICALHORIZONTAL. _ . _. ... 2.1 L 10 JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION - - 5 G0 NUMBER (KIPS) (KIPS) (KIP -FT) (I NCHtS) (INCHES) 26 21 -----_-- --- ----- ----- 27 20 __ 1 99 .-1.'753 - .._ .._-.000 .'00'0' _....0 0 0 .... - --- - -- ---- 29 ..a 21 2 .002 1.62 8 30 31 -----------------....__..... --__._...- -- ---- -- -- - - '.209 1.611 ,5 4 - -- 32 .000 1 .5 93 ..._ ---- --- 33 2° 5 .156 -1.095 .000 .000 .000 34' 27 35 . _ .-..- .. _. _ ._..- _ ..-. .... .. ..""-_ 36 28 FRAME REACTIONS - LOAD CONDITION 3 - OL ♦ 1/2LL + YLL -- -'----- 29 37 30 36 39 VERTICAL HORIZONTALMON-EN.LYERT.ICAL.-.__...HORIZON TAI,_.•.__.-__•-.__. 31 40 JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION 41 32 NUMBER (KIPS) (KIPS) (KIP -FT) (INCH=S) (INCHES) z 33 -------------- 43 34 1 271 .ODD - .DDD - -.ODD _.__.______._._-_____. __. 45 35 2 -.001 1.5 85 46 3 . 36 •17 - -- -- ---=-- __..-- - --- _ ------ -- - - 37 _ .. _ .-.317......_ _ 1.611 _._ .... --- -- -. _ ._ __ .. ..... an -.003 1.636 - .19 36 5 1.956 -1.577 .000 .000 .000 50 39 51 ..__ .. _.. .......... ...._. 5' 40 FRAME REACTIONS - LOAD CONDITION 4 - OL • 1/2MLL + LL _._._____..._-_.__-_....... 41 53 ' Sa a2 VERTICAL MORIZONTAL MONENT-__- VERTICAL_,._•._ -_ HORIZONTAL _. Ss JOINT REACTION REACTION REACTION UEFLECTIUN DEFLECTION - -- _5s 4 5% A4 NUMBER (KIPS) (KIPS) (KIP -FT) (INCHES) (INCHES) 50 45 ---- ------ ------ -------------- 53 ------1------- --3.63b - --- -.222- ....------.000---..-_...... .000... - .000 61 46 _.-------------. -! ._..__. 60 47 2 ne 3 -.005 .717 662 3 - - -1_.093- -- - --.80i __.._..__.._-.... 4 - -- - ---- - 6a 4. - -.006 .894 65 50 5 4.263 -1.646 .000 .000 .000 cc 51-----------------------------------------------------------------------------------------------67 ------ _ 52 i 68 53 69 /S4 70 f _ _ 71 5572 _._ _. vu. nip 56 73 74 1 75 • S 0 E S I G N S U M M A R Y R E P O R T A t S 93UILDING SYSTEMS HOUSTONs TEXAS CARYYILLEP TENNESSEE PAGE NO. - 2 DATE 2-10-98 ' ------------------------------------------------------------------------------------------------ --------------- 2 MEMiSER LA0. 1- 2 LENGTH 12.93 FT MEMBER ANGLE 90.00 DEG' TEMP OIFF 0. DEG F RELEASES 0 HEIGHT 169. l8 4 SECTIO_ N _LENGTH YIELD NO. SEGMENT DEPTH AT _ _DEPTH _AT_-__ OUTER FLANGE WEB 6 7 MAX COMB AT. LOAD i LA0. (FT) STRESS SEG SIZE START ENO OR PIPE OR NF THICKNESS INNER FLANGE UNITY CK OIST ' COND _ 9 1 12.54 50.0 7 1.79 FT 7.99 IN 7.99 IN NIDE fLANi;E 8 (SEE STOCK CHART) .759 12.5 FT 1 10 7 11 (CONTROLLING ACTIONS) `~ 2 13 AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES- --UNITY CHECK COMPONENTS-- ----WE SMEAR-=== --14 SECTION FORCE MOMENT FA FSO FBI -__ AXIAL F60 _-_.-FBI- U TER FL. _INNER FL. LOAD FORCE ALLOW: 16 3 CKZPS) CKIP-F i) CKSZ) (KSI) (KJI) (KSI) (KSI) (KSI) AXIAL BENDING 4 BENDING CON (KIPS) (KIPS) 17 1 ---- -15.46 18.98 30.00 20.01 1.20 -18.71 18.71 .04 .6Z .72 2 1 .75 49.01 IB \ 10 -------------------------------------------------------- 21 7 MEMBER NO. 2- 3 LENGTH 14.72 FT MEMBER ANGLE 4.76 DEG TEMP DIFF 0. DEG F RELEASES 0 YEIGM �f177. LB 22 9 23 24 3 SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WES MAX COMB AT LOAD 25 3 LA0. (FT) STRESS SEG SIZE START ENO OR PIPE OR WF THICKNESS INNER FLANGE LAITY CK DIST COND 26 1 14.42 50.0 8 1.80 FT 9.87 IN 9.87 IN WIDE FLANGE 20 (SEE STOCK CHART) 593 .3 FT 1 27 28 3 (CONTROLLING ACTIONS) 2930 - AX-JAL--um----=-MAXIM UM _31 $TRESSES ----I TY CHECK„COMPONENTS--. ----M EB ,SMEAR _- 32 SECTION FORCE MOMENT FA FBO F61 AXIAL Fd0 FBI OUTER FL. INNER FL. LOAD FORCE ALLOW.',, 33 NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BaNUING COND (KIPS) (KIPS) ' 35 1 1.60 -14.60 20.14 30.00 27.d0 .45 -16.01 16.07 .02 .54 4.39 37.51 36 • L 58 ----------------------------------------------_--_-_---_--__--------_-_----------------_-_-__--__-_-__- �)"'___ -mac- - 37 38 . MEMBER NO. 4- 3 LENGTH 14.72 FT MEMBER ANGLE 175.24 DEG TEMP DIFF 0. DEG F RELEASES 0 WEIGHT 177. LB- 33 - - -- ... _... -_ L - ---- - SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEd MAX COMB AT LOAD 42 NO. (FT) STRESS SEC, SIZE START END uR PIPE OR WF THICKNESS INNER FLANGE IjMITT CK DIST CONO.13 1 14.42 50.0 8 1.80 FT 9.87 IN 9.87 IN WIDE FLANGE 20 (SEE STOCK CHART) .593/ .3 FT 1 15 •16 .(CONTROLLING ACTIONS) 17 AXIAL =-ALLOWABLE STRESSES-- --MAXIMUM STRESSES"-" UNITY CHCK COMPONENTS-- WEB SHEAR------- 49 E SECTION FORCE MOMENT FA F61 FBI AXIAL Fd f -8I OUTER FL. INNER FL. LOAD FORCE ALLOW. 50 NO. (KIPS) (KIP -FT) (KSI) (KSI) •(KSI) (KSI) (KSI) (KSI) AXIAL BENDING SENDING CONDKIPS) (KIPS)51 1 1 60 14.60 20.14 30.00 27.80 .45 -16.07 16.OI .02 .54 - .58 1 4.39 37.51 � S3 -------------------------------------------------------------------------------------------------------- ------ 54 55 SB 59 60 61 62 63 64 65 66 67 69 70 71 72 73 74 75 7F 5 D E S I G N S U M M A R Y R E P O R T J 3 A 6 S BUILDING -.SYSTEMS MOUSTON,._TEXAS ....._....._ C.ARY_VILLf9 2 _. 298088E .TENNESSEE_.. _ PAGE N0. - ..3.._._.-------- ---------------------------------------------------------------------------------------------------------------------- DATE 2-10-98 1 3 .i MEMUER N0. 5- 4 LENGTH 12.93 FT MEMBER ANGLE 90.00 04G TEMP DIFF 0. DEG F RELEASES 0 WEIGHT 169. LB 4 s I ._SECTIO....L.ENGTM .YIELD NO. SEGMENT .,DEPTH AT'_-OEPTH..AI__.,..OUTER.FLANGE ....... WEB_- _ COMB_ AT. LOAD_.__.__ 6 8 NO. (FT) STRESS SPG SIZE START END OR PIPE UR WF ..MAX THICKNESS INNER FLANGE UNITY CK DIST CONO 9 - 1 12.54 50.0 7 1.79 FT 7-99 IN 7.99 IN WIDE FLANGE 8 (SEE STOCK CHART) .759 12.5 FT 1 1016 1 (CONTROLLING ACTIONS) . _ ....... _. 1213 11 '2 -AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ---' WEB SHEAR------- 14 1s 3 __SF NO. (KIPS) (KIP -FT) EBD_...._.._FbI—..____AXiAL.__.___._F80__..__FBI...-._ (KSI) CKSI) CKSI) (KSI) _-.._-.OUTER. FL. INNER F.L. LOAD FORCE . ALLOW.._ 16 4 1 4.61 -15.46 lb.98 30.00 20.01 (KSI) (KSI) 1.20 -18.71 18.71 AXIAL BENDING BENDING COND (KIPS) (KIPS) 17 le IS ---------------------------- --------------------------------------------- .04 .62 .72 4 -1.65 49.01 16 --------- 20 17 TOTAL FRAME WEIGHT IS 692. LBS. 21 22 B 23 19 24 20 25 21 2627 22 ._.... .... _. ._...-___.._ _...__ .. _ __.._ _...___._. _.-_ • - 28 23 29 24 30 31 25 32 26 33 27 34 35 28 36 29 37 30 38 332 31 419 33 42 43 35 .15 36 46 47 37 .. ..__...._.._._._._...-_-...____ ...__._____.._._ ... _.. ._..-_. 38 49 39 50 51 40 52 41 53 42 55 43 It, 44 57 45 58 59 46 _.__._-_.____.___._-. _.._- _ _ 60 47 - 61 48 62 63 49 - - -- -__ -___ _- 50 65 51 66 67 52 68 53 69 5.1 70 71 55 _ -_ -._--...-_____._-_.__._._._.. _____.___..___. 72 56 I1 73 74 7 6 ANCMUR aULTS AND CONNECTIONS REPORT J A L S dUILOING SYSTEMS NOUSTUNq TEXAS GARVVILLEm T'CNNESSGE At N0.298088c 1 ------------------------------------------------------------------------------------- DATE 2-10-98 1 2 3 4 5 6 9 10 II 12 13 14 IS 14 17 iB 15 19 .... 20 21 22 10 23 ... .. .......... 2-1 20 25 26 21 2/ 22 28 2.3 29 30 '44 31 . 32 26 33 34 27 35 29 37 38 30 39 31 40 32 41 12 33 .13 34 -14 35 J5 46- 36 17 37 .18 38 49 50 39 51 53 41 54 42 55 - _---__ - 44 57 58 45 59 46 _. ............. ------- ___-__. _. _.. 47 61 62 48 63 - SU 65 66 51 6) 52 __._�_ ___..__- 68 5 ,3 5.1 69 ]0 71 55 56 __._.__..._-__..___.._--_..____ . .. ..... ...... . .__ _ . F- 72 73 7.: 5 CONNECTION ANOBOLTS FOR RAFTER: 2— 3 AT DEPTH 1 — CONNECTION TYPE 1.-_. 4 3 IS THERE MOMENT CARDS FOLLOWED ? 0 2 Nil. OF SCLT_S= 4 DIAMETER= .. 6/8 bUTT PLATE LENGTH= 17.190 MIO? _ -- � �---� ��--�- „.000006.000 --`---� -_-�-_-`� THICK. -`-• ._. __ . .625 - - _ —_ 4 5 PRT ACTION AT TOP = .0000Q _.- . ..._-— . _,. _BOTTOM= ... .00000.-..-._ ..._..00000 7 7 PITCH .00000 9 il. _._BULT SPACINGS.: 10 11 n L. 000 ti.000 13.690 .17.690 .000 .000 ••----------- .000 .000 12 13 14• �z 15 13 16 14 17 15 18 19 16 20 17 21 22 IB 23 20 25 21 26 27 22 28 23 29 2a .30 31, 26 33 34 27 35 TB 3629 37' 38 30 33 32 41 33 42 43 35 45 46 36 47 37 8 38 49 39 50 51 40 52 41 53 5.1 42 — 55 -- 44 57 58 45 59 46 60 47 61 62 48 63 49 --._-.---____. ___—...__._. _._—_.. .._.._..._ ... ... _ .__..._.... _. _.. __..._:.._.__ ._.._ 64 50 65 sl ` 66 67 52 ------• Go 53 69 54 70 71 55 72 56 73 74 ' 75 or. _ ' = OESIGN .. ... CONDITIONS t _ .. .- .. .. _._.._..- ........ __-__ -._-. _._ _. ... ,... .._. _._ - .............__ -...__.. ...-.. . . _ _ .. .. .... _ MOMENT..... AXIAL SHEAR WINO_ _..__._......_._._ �j K -FT KIP KIP .-- INDICATOR 93 4.22 - _.- --- ---- -'-- ------------ - --- - ., 2.21 ------.... 1.00 - 11.33 -.93 -.96 1.33 ° 5.10 .72 .01 1.33 II 1^ _.- b.53_.-..:- ...._ 3.29 1.54 .. 1.33 ..-'- ------ - _.. 5 6 7 B 9 10 II ---_ 1z 13 14 15 13 *CONTROLLING CONDITIONS I6 17 14 ALLOW BOLT dOLT PLATE CONNECTION TEN COMP NEU. AXIS 1e IS MOMEN iAXI-AL ------- --- -BOLT_ TEN___STRESS. _. SHEAR..... STRESS MOMENT OF SECTION. SECTION_ FROM 19 20 1B 17 K -FT KIP KIP KSI KSI KSI KSI INERTIA MODULUS .- MODULUS -- OF PLATE 21 22 18 23 19 -15.93 4.22 2.21 TOP ROW 32.7279 7.6971 .6251 .0000 464.94 14.704 -128.059 -3.631 24 2s `0 2NO TOP ROW 24.0010 .00002.000 6 zl - 11•.33 .93._..___-...-.86BOT.-. ROW __.-...... --53,.3333 --..--'5.9494 _. .2g•2B. ..-1. 11.01 353.42 23.912 2..910--- 26 22 2ND BOT ROW 32.0013 .0000 .000 .121.469... .._ ._ 29 23 30 24 31 _-.._.__ . _ ___._-.._...-_._.. ___.... 26 TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE NUMB ER OF BOLTS' = 8. PLATE WIUTA LEFT = 3.96 INCHES 33 34 27 WORKING POINT TO CENTER OF BOLT ROW BOLT DIAMETER (IN)= .7500.-..,-.-_ PLATE WIDTH RIGHT= 3.96 INCHES 35 36 ze BUTT PLATE THK(IN)= .629 -- _ PLATE LENGTH = 17.19 INCHES _ _ __ _________ __ 37 29 2.0000 38 30 O 39 31 13.6900 40 41. 32 17.6900 42 33 43 45 35 ***NOMINAL BOLT SPACING ' 3.000 INCHES 46• 36 47 ----_._---._...__..-..__.-__.-..._-.__.-_._-..._-.___._____.____-._._....__.-..-___._-.-....-__._.._..:.._.-__.._.__.__._.. ..._-__.__-_._..__.___.. .. __ _.. _.._..._.._-. ..._-._--_.-__-__- 48 37 >a>aOSTRESSES FOR 2N0 ROWS NOT CALCULATED IF 38 BOLT PITCH EXCEEDS NOMINAL BOLT SPACING 50 39 _ 51 40 52 53 1 54 42 55 43 _.__._-.-__-___..._... ....__-__-____._-_-- _ 57 44 SB 45 53 46 60 61 47 62 48 I 63 49 -.---___.__-____....-_ ... .._.. _.__-._.__.-.--..._--._-___.. __.____-_._._- 64 65 50 6G 5167 __ 66 69 53 70 54 71 55 _.-___.____-.. __._....-.-.__-__ 72 73 56 Q 57 Ih': inj 74 75 ' S q. CONNECTIUN A'ND dOLTS FUR RAFTER:. 2- 3 -AT DEPTH .S_.-_.CONNECTIJN.TYPE 3 2 IS THcRZ MOMENT CARDS FULLU4ED 2 0 I 2 ! NO. OF kiDLTS? 4 UTAMMi R= 6/d 3 •� BUTT PLATE LENGTH= 16.940 MIUTM= 6.000 THICK.= .625 __....-- --- - - - ----- 4 s ! PRY ACTION AT TOP = .00000 .00000 6 BOTTOM=.00000 7 PI TCM .00000 _--__-.00000- ! t$ULi SPACNGS: ..... I to II .1 _ .. .. -2.000 2.000 9.940 13.940 .000 .000 .000 .000 12 13 � I.1 11 IS Id 17 IB S i9 16 .. _. - ... ..... .. _.... ...... ......._ ...__..... - 20 21 22 B 23 19 2.1 26 21 27 22 28 23 26 30 24 31 26 33 34 27 75 29 37 38 30 39 31 40 32 41 4:' 33 13 34 14 35 IS 4u 36 .17 37 .18 38 49 `o 39 51 -...... ....... .-..--_ 41 53 42 5.1 55 4 57 ,15 59 46 60 47 6' 62 48 63 49 61 50 66 51 07 52 ....._.—...__..— ___._.__._.—._._._._._ ... .. -..... . 53 69 >54 70 71 55 56 �~ ... 12 7J 74 75 . MOMENT AXIAL SHEAR WIND 3 K -FT KIP KIP INDICATOR -...... -1 5 16.31 1.22 -.20 1.00 6 - -2.45 -.24 -. 60 1.33 3.50 .24 -.68 1.33 9 10 1.3.30. ..96 -.48 1.33 13 ' --g • 15 13 CONTA0LLING CONDITIONS- Y ----.......... --- _ .. --------- Ifi 14 17 s MOMENT AXIAL_ SHEAR ALLOW BJLT BOLT PLATE CONNECTION TEN COMP NEU. AXIS Is 6 K -FT KIP bULT TEN STRESS -- SHEAR STRESS MOMENT OF SECTION SECTION FROM END 20 v KIP KSI KSI KSI KSI INERTIA MODULUS MODULUS OF PLATE - 2' fi 22 23 9 20 -2.49 -.24 -.60 TOP ROW -53.3333 ...-.. 1.2034 .1686 .. -.2114 416.62 26.262 139.538 ... _._... _._--_.-_-- 3.000 24 25 2ND TOP RJA 32.0013 .0000 26 21 16.31 1.22 -.20 6 0 T ROW 24.0010 9.0807 .0577 .0000 371.94 .000 21.531 -111.548 -3.334 27 zz 2N0 BOT ROW 24.0010 .0000 .000 ---- - ----- - 26 29 23 30 24 31 25 31" 26' TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE NUMBER OF BJLTS = tl. PLATE WIDTH LEFT 3.96 INCHES 33 34 27 WORKING•_PDIN TTO_.CEN TER ..OF 80 'T BOW _._ ._.._..._ BOLT .DIAMETER (IN)= .7500. PLATE WIOTH RIGHT= 3.96 INCHES M 3a z6 29 -2.0000 BUTT PLATE THK(IN)= .625 PLATE LENGTH = 16.94 INCHES 37 30 2.0000 36 33 31 9.9400 .___.__._........ ..... .. .._.. _.._..._ _. . -.. .. _. _.. _.._ ._. .. ... .... .--. ._. _. . - ---- an 32 13.9100 41.12 33 J3 35 ***NOMINAL BOLT SPACING = 3.000 INCHES 45 46 .0 3748 _ fO.R 2NO ROWS NUT CALCULATED IF 38 BOLT PITCH EXCEEDS NOMINAL BOLT SPACING 49 50 51 ao - - 52 41 53 54 42, 55 44 57 58 a5 5q 46 60 47 61 62 48 6.1 49 .-....-_--- 50 65 66 51 67 68 53 69 70 54 71 55 56 73 74 „ 75 CONNECTION AND.. BOLTS FOR RAFTER: 4— 3 AT DEPTH 1_7 CONNECTION TYPE.1 z IS THERE MOMENT CARDS FULL13WEO ? . 0 I NO. OF BOLTS= 4 DIAMETER= 6/8 3 •1 BUTT PLATE LENGTH= 17.190 WIDTH= 6.000 THICK.= .e25 s I PRT ACTION AT TOP .00000 .00000 c --- --. BOTTOM=. .00000 ...... ..00000 PITCH .00000 __._.._....- ——........ ..._. .- -- ---- .. _.._.... ..... .. .... _. _ _ .. _._.. .- -'-'------..-- 8 d 9 l u BOLT SPACINGS: II 2.000 6.000 13.690 17.690 .000 .000 .000 .000 12 13 14 I: 15 14 17 18 15 19 16 20 17 21 22 18 23 19 24 20 25 26 .1 27 28 23 29 30 24 31 26 33 3-1 27 35 28 36 29 37 38 30 39 31 40 32 41 a2 33 43 34 35 46 36 47 37 48 38 50 39 51 40 52 41 53 42 55 43 _ 5f 44 57 58 45 S9 46 ............_—.___.__..—..___......_.._...._.__.... _._._—.._. ..__-_.. __._ ... 60 47 61 6' 48 63 49 _ — 6.1 50 65 66 51 67 52 68 53 69 70 Si 71 --_ 56 .: - O ui :1 73 7.1 0 OESiGN' CONDITIONS MUMENT... AXIAL SHEAR WIND 3 Io 13 14 15 Cdw 14 ALLOW BOLT 5OLT PLATE CONNECrIUN TEN Camp NEU. AXIS MOMENT-.--.,- AXIAL-. .,SHEAR -SHEAR. STRESS MOMENT OF SECTION S E'C TION FR.ON..END-.-- 16 K-FT KIP KIP KSI KSI KSI KS1 INERTIA MODULUS MODULUS OF PLATE 21 22 10 23 24 ZNO TOP ROW 24.00LO .0000 .000 26 2NO BUT ROW 24.0010 .0000 .000 29 23 30 24 31 ~ 26 TAIL DIMENSIONS TO 6OLT ROWS FROM OUTSIDE NUM8,ER OF dJLTS 8. PLATE WlUTH LEFT 3.96 zwcmEo 33 34 PLATE WIUTH RIGHTz 3.96 xwCnss 36 28 BUTT PLATE Thl((IN)z .625- PLATE LENGTH xv.x* xwC*ss 37 29 2.000038 30 q 00 39 ^. L 3.6_' -_ - - _ ' 40 32 17.6900 41 42 33 43 ~ CIJ TENSILE LOAD NOT AkALTZEO*- � . 44 45 35 46 = ~ 3.000 INCHES - _ '' ' - 48 49 38 50 39 ***STRESSES FOR ZNO ROWS NOT CALCULATEJ IF- 51 -Ji -iO it 52 u ,. 54 42� u = ---_ -' - - -_ _ s o ° m 45 59 46 m m ° m wm hos � 66 a 17 m �s \°m /- ' m .. a----'--------- 56�1473 ----'-- —�------� ~ |75 . )76 8 ' G 5 . 12 A 3 CONNECTION. ANO BOLTS FOR R4FTER: 4— .3 AT UEPTH_ 5..-_ GUNNECTIJN,TYPE 3 IS THERE MOMENT CARDS FOLLOWED ? 0 1 z 1 NO. OF 90LTS= 4 DIAMETER= 6/8 - 3 ! bUTT PLATE LENGTH= 16.940 WIDTH= 6.000 THICK.- .625 --------`--- 5 PRT ACTION AT TOP = .00000 .00000 6 BOTTON= .00000 .00000 7 PITCH .00000 - ----- e BULT SPACINGS: II �0 ... —2.000 2.000 9.940 13.940 .000 _ _. .... .. .... _ .000 .000 .000 ......___�-- _-_. _ 1z 13 14 2 15 13 ____-.... _.... _.. _._. ...".. ...._.... ..._-... __ _ 16 17 14 18 15 19 16 20 21 17 22 18 23 - 24 25 26 21 27 30 24 31' 25 32 26 33 34 27 35 28 -..... � _-.-... ._..._ ._ __... ._".._ ... -_ 29 37 38 30 33 32 41 12 33 43 35 45 16 36 17 " 37 ----------- --- ' 38 49 50 39 51 40 53 41 54 42 55 43 --_-.__--.- SG 57 44 SB 45 59 46 60 47 6162 ' 48 1 63 - -- - --- _ _ 64 50 G566 51 61 5268 - _-_ 53 69 70 54 71 55 2 56 73 74 75 5 J� 2� DESIGN CONDITIONS r � -- -- - - .•.----.------__-- !_ I MOMENT. AXIAL SHEAR WINO 2 J .. _. K -FT KIP. KIP INDICATOR .. ..._ .. .....--•-- ... _ .... .. .. ... -' ------- --•- 4 5 6 -2.49 -.03 .64 1.33 ' 3.90 .44 .56 1.33 10 !1 13 2 ' � CONTROLLING CONDITIONS - 14 I w 1 7 5 ____MOMENT__.._..AXIAL__....._....SHEAR._.._._..... _.........___..__.BULT..TEN..__...STRESS.. ALLOW 19JLT BOLT SHEAR. PLATE CONNECTION TEN STRESS COMP NEU. AXIS .e 117 6 K -FT KIP KIP KSI KSI MOMENT OF SECTION -SECTION TION .. FROM__ENO__ __ 20 KSI KSI INERTIA MOCULUS MODULUS OF PLATE 21 10 22 23 19 `6 -2.49 -.03 .64 TOP ROW 53.3333 1.1447 .1815 -.2134 41d.62 26.262 .. 139.538 _......_. _.-_--- 3.000 24 25 11 2ND TOP RUa 32.0013 .0000 z6 22 ..._ 1.6.-,3.1..-...._-._1.22__._....._. -.ZO.-_BUT BUW-..,_ __.._2�..Q01.0..._...._.y.0801 -05'77 .0000 371.4 .000 21.531 -111.548 r3.3.39. 28 23 1N0 80T ROW 24.0010 .0000 .000 .. .. ----_--._--- 29 24 ---- 30- 31 25 _._----------......-_.__- _-- -_--___ 32 26 v TAIL DIMENSIONS TO BOLT ROWS FROM OUTSIDE WORKING POINT TU CENTER NUMBER OF dJLTS = d. PLATE WIUTM LEFT 3.96 INCHES 33 34 26 OF.BO.LT_ RU.W_ _..•. BOLT_OJAMET:R (IN)= .7500•.... PLATE, WIDTH RIGHT= 3.96„ INCHES 29 -2.0000 BUTT PLATE THKCIN)= .625 PLATE LENGTH = 16.94 INCHES - - — - 35 37 30 .�.. 38 ' 9.9400 -.-_-__.-_.. .. _..._-_.. _ ..-_...._ ... _.__-_- 40 32 13.9400 41 37 42 43 - - 4-1 35 ***NOMINAL BOLT SPACING 3.000 INCHES 46- ' 36 47 , 7 ***STRESSES FOR 2ND ROWS NUT CALCULATED IF 36 BOLT PITCH EXCEEDS NOMINAL BOLT SPACING 49 50 39 -------------------------------------------------------------------------------------51 4 _52 41 53 42 54 43 -_.__-.. -_._ _.._.....__ ._.-.___ .. 56 44 57 45 58 46 - .__.-_.-_.__-. __._-__..___ _._.-_ 47 61 48 62 63 49 -- ---_._._-_..__.__- ...... __ .-.......... . 64 50 65 51 66 --r-__.--- 67 52 __- 68 53 69 54 70 _ 71- 55 -' -__-____-._-..-.--_.._ 56 5 ,; - I�?�aF-o_�w 1 73 74 75 76 7 a. ANCHOR BOLTS AND CUNNECTIONS REPORT A & S dUILL)ING SYSTEMS HOUSTON, JEXA.S C 4_8y. V IL T FN!tfS.Se PAGE N0._.....-.2980i8i GATE 2-10-98 ------------------------------------------------------------------------------------- 2 ANCHOR BOLTS AND 3AS6 PLATE FOR SUPPbRT PJINT(JUINT) 1 3 4 .. .... ...... ANCHOR BOLTS DESIGNED FOR SHEAR FORCE s 1.31 KIPS 6 USE .500 INCH BASE -PLATE .WITH LL SNEAR-7-.... S. 040,..) .. ...... 7 — ---------------------- ----------------------------------- ANCHOR BOLTS A140 SASE PLATE FOR SUPPORT POINT(JOINT) 5 10 ANCHOR BOLTS DESIGNED FOR SMEAR FJRiCi 1.23 KIPS 3 USE. .500 INCH BASE PLATE WITH 2— .750 INCH ANCHOR BOLTS (ALLOWABLE SHEAR 2 8.840 :4. --------------------------------------- ----------------------- 15 ---------- 16 17 14 Ie 15 19 16 20 21 1 22 18 23 19 ----- ---- 21 25 20 21 21 11 22 ...... 28 29 23 30 24 31 25 - ----- - 32 33 2134 27 35 28 36 37 29 38 3139 31 40 41 32 42 33 43 34 44 45 35 .16 36 47 37 — ---------- 49 38 50 39 51 41 42 51 55 43 51; 57 45 i 59 46 60 61 47 62 48 63 49 ... ..... 61 65 so 66 51 67 52 . ...... 6B 69 '3 ), 70 74 55 72 73 14 57 75