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Home My WebLink About079-100-0411 F LARRY WRIGHT I ,� 1'7— I00 —041 '71 205 Loma Vista Dr, lot 3, Oroville �,a .ContR: Butch Deadmond t'Ermit.#.1395=$9B,_P.;F,M(.ne.v...sip-g.l.e,,famil..;, Permit#1346-9� ' (gas piping/sf) ` [75a 3232-90B erbert Vista Dr, OrovilleL rage, bldg) .04-2037,E CHEW-LEE FAMILY; 205 LOMA VISTA DR,;OROVILL E Cont: ALLADIN ROOFING REROOF/SF - 7,�'�'�G , [ADDITION g^, , GRANT. OS-1518 MA VISTA DR, OROVILLE !'PERMIT RENEWAL ' WNER i DATE: TO SF BP# EXPIRES: i -- 1® I � � _ a . BALANCE of FEES SB= DATE: PERMIT: 7 5 - ► 5 I � ASSESSOR PARCEL If: OWNER'S NAME: C 1 1 \ FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE: $ SRA $ COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER C (-, newoA $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL C�2C �2Q`1'1 coMMIRCLgI. w • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 - WEBSITE: www.buttecounty.neAdds PERMIT NO. BP051518 LICENSED CONTRACTORS DECLARATION . I hereby affirm under penalty of perjury that I am 'licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/28/2005 APN: 036-600-041-000 the Business and Professions Code, and my license is in full force and ' effect. License Class : License Number: Site Address: 205 LOMA VISTA DR ORO Map Index: Date: Contractor: Description: ADD(498)OPEN(3.17) " - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires 'a Owner: CHEW -LEE FAMILY TRUSTw ..'..-.•.'°' A,=.�•wY permit to construct, alter, improve, demolish, or repair any structure, prior •. • ; � ...: , •, .. to its issuance :also requires the applicant for such permit to file--'a'-t ,.: C/O CHEW GRANT N L & PAMEL'''A.G`LEE''i:. signed statemeot thai'he or she is licensed pursuant to the provisions of t �•t' T ;'TRUSTE the"Contractor's SLice tate"nse Law (Chapter 9 commencing with Section 2647 21 ST AVE 700'0):of Division 3, of;ttie`Business and Professions Code) or that he- or; .? ;: ,,. she is exempt therefr8rrf'and the basis;for,the;alleged. :exemption, Any _.,; SAN FRANCISCO,. -.QA 94116-3016 violation of Section 703.1.5 by any applicant for 'a "permit subjects the., _: s applicant to i civ+l.penalty-`of not more than five hundred dollars:($500) ) I, as owner -of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not .-._,, intended. Rd4�?Jed,for,sale..(Sec,2044 ,Business_and,P[ojessions.- ..,......_•..,.-W,.,•....,,,..,.>,..�.,.�.:.,..:.>_�:..-...,•�..,,:.-.,,,,.,.,_,.•,,..,...:.......,.,„..•.,,.,..,„-..�s.�.•:,A,:.:, Code The Contractors 'State License-, Law does,not apply to an Applicant: CHEW -LEE FAMILY TRUST owner,of. property who builds or improves thereon, and who does such.work himself or herself or, through his,or her own employees, C/O CHEW GRANT N L & PAMELA G LEE �.provided.th'at.such. improvements are not intended or.offered-for TRUSTE site.: If fiowever,'the building or improvements'are sold within one 2647 21 ST AVE year of completion, the owner -builder will have the burden of --•'`proving' that -he or she did not build or`ir6prove for the -purpose of SAN FRANCISCO, CA 94116-3016 sale.). O.—J.... as .owner -of -the„ property— am:.exclusivel y.,contracting"witth„ licensed contractors to'.construct •thelprojecti(Sec. 7044, Business .... .• •,• .., . - .,, —and..Professions Code..,;,The Contractors' State License Law does "-not apply to an owner of property. who, builds or. improves thereon, - and who. -contracts ,for- such projects with a, contractor(s) licensed „pursuantto the Contractors' State License.Law.). - .Contractor: c ❑ am Exemptnunder Article 3 of the 8 ness and Professions Code' r .•Owner: Date: WORKERS.':COMPENSAt11JN'DECLARATION I hereby, affirm under'penalty of perjuryone of the following deGarations: , ❑ have and will maintain a certificate of consent to self -insure for -,i License #: -.-•. • -• » - ...._>.., ,.,.,.,,.. workersensation,,;as provided,for,by Section,3700;.of-the Labor Code, for•.the performance of the work for which this permit is -issued •• .. �,' .::< •,,. ,..v_r•w« ,..: ...:,., '.+ -:,tip:. `•.- ❑ 7'have ..., .._.. ,.« -,-, ., .. .,.. ., ,.•. ... �. .. .,. .. .<.,». .., ., -.. .�.... .e T. _ w and ;will, maintain,: workers% -.compensation insurance,' as Architect: .,.required by Section': 37,0.0 the Labor.Code,' for. the performance of -. perm .the work.forwhich this peMyworkers"compen sation Engineer: insurance earner and policy.numberare :t Carrier:' Total Square Ft: 815 S.F. ' " Policy#: I certify that in'the performance'of the work for which this permit. is Valuation: $35,540.00 _ issued:'•:Itshall, not',employ, any'person;in•any.manner so as to Census Code: become, subject to: the: workers!, compensation,laws of California, ;:and,. agree, that'<if 'I ..should'! become- subject'° to'• the workers' compensation provisions of Section -3700 of the Labor Code, I shall forthwith comply with those provisions.: r , r �7 : t Date.' r 'APphcant _-,';Z- WARNING”" WARNING' Failure' to secure t wo'rke'rs `compensation coverage ' is unlawful 'and shall s6bjedt ran employer to cririiinal'penalties and one J•f , -• (� ' hundred'thousand'dollars-($100,1)00), in�!additiont to the- cost of fT 1 I compensation; damages as-$6rided'for'in-Section'370fi of the Labor .code, interest, and attorneys fees ,.. ”. , .,_, .. .. -, . .... ., �... c>' -CONSTRUCTION LENDING'AGENCY y.+� - +. I hereby affirm that there is'a"construction lending agency for the ' ... ' ' This permit is hereby issu d under the applicable provisions of the Butte County Cod ?nrUor - Resolutions to do w in, icated ove for which fees have been paid. performance of the work for ahich'this permitis issued'(Sec 3097 Civ.) a�( Name: By ate:) u PERMIT EXPIRES / 6 Address: ON: y i D to hereby-certify.that the;use.of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use; of hazardous materials.,; ; . -. 5. • • • , ' ❑ Notification in accordance with Section •19827 5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ ' Attached are copiesof the required E P A notification forms. �• ••-•.. - -. I hereby certify -that 1 have read.this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. ;I agree•to comply with / all county and:tate laws relating to, building construction.' I acknowledge it is unlawful to alter the substance of any offici form or document of Butte County. I hereby authorize representatives of Butte County to enter upon'the'above mentioned property for inspection purposes. rr , Pont Name ��t (�In `/ 1- Signature: 7 .._ ate ,.... LD 'Contractor + F•%' Owner .❑ ' 0 Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty:neUdds `t ' **PLEASE PRINT CLEARLY** OWNER Last Name Name First ame Address �,.j,jo4 City O o �� State State �� Zip !.�' G Phone 5- G L Fax ,5 C r E-mail Lic. # CONTRACTOR Name Name Address Zip City Fax_ ^ iki State Zip Phone / Fax E-mail ^j Lic. # Class ARCHITECT/ENGINEER Address Name Stat Zip Address Fax_ ^ iki E-mail City State Zip / Phone Fax ^j E-mail State License Number `J APPLICANT NAME Name �-✓� Address City � o � 11 c Stat Zip Phone S D -S Z22- 2L L Fax_ ^ iki E-mail APPLICANT SIGNATURE X For office use only: API Zoning Flood Zone SRA Yes No Occ. .; cg/- must be shown at the time of permit issuance. Typ6 Const. Subdivision Name y � Z) M � � � o/ C*? Map Book Page Lot # Planner Date Approved: PERMIT NO. 5-/5-/ LOCATION API Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier if hir,^a anyone other than license contractors, a certificate of worker's .; cg/- must be shown at the time of permit issuance. �~ bbo°ro'` \ `� LENDING AGENCY r)�o/' y � Z) M � � � o/ C*? - Description or Scope of Work: _ 0 a ootage ;oi Structure Built without"Permits 3 �c,~J Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS Ll KAFORMS\BUILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one. year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be reouired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and oth r department costs are not refundable. i /i _� 1 r 1 .Q f Received by: Receipt #: Datej Amount,. l� " v' g e�9Cl 0 SRA Sheriff SMIP / Other Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) 1. I Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required): ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR M7 Chew, Grant County Center Drive 0/ 05-1518 Oroville, CA 95965 ASF (530) 5387601 Telephone 036-600-041 (530) 538-7785 Facsimile 70% Plan Check Fees TO: ' FROM: SUBJECT: O DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherfordna buttecountv.net Plans Transmittal For Review Per Contract 06/16/2005 Applicant: Chew, Grant Permit No: 05-1518 Project Type: ASF 036-600-041 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: / -7,>Dl 76 fit/ Permit Technician: Date: Items required in ordto apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ /IJ 1. Site plan 3,br 4 sets, signed by the preparer of the plans. �p/!J 2. Complete `pans, 3 or 4 sets, signed by the preparer of the plans. \❑3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 'F��/" 4. Engineered truss details and layouts in duplicate. No faxes! NEI 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... \ ❑Erosion Control Plan Required........................................................................ �p022.' Fees as shown on the attached Schedule of Fees Due Sheet .............................. 13 City of Chico Plumbing permit ......................................... .;:........................ .... Site plan and business license approval from the City of B' gs .............................. Y4>'sIN 21 California Department of Foreswan approval Id. Sen ,y:� �^ C% ^ 05 24. Planning approval for (A) Use: B)Parking: (C) Parcel Check:..t/........ ❑ 5. Contact Land Development about _ Improvements, _ Drainage ........................ �j W 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... 'J 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �j�6 and hold for pickup. I have been infor a of the above items and requirements for obtaining a building permit. Applicant: Date: 320y 1. Index permit Application for the above items numbered: Plan Check Let r 2. Additional items re uire bS Contractor, desione , ner was advised of the above data by phone, ❑mail, ❑ counter, b Dater Contractor, designer, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by- Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES /► �,- / Website: www.buttecounty.net/dds / OWNER C/� `= vV A.P. # 636-- 600 -0 1_0 PROPROS BUILDING USE A /i > IT7� BUILDING PERMIT FEES L/ R - - Balance Due ..................... _.$ --- FEMA Flood elevation review ... $ -- d ' ional plan checking Fee .... $ SC OOL DISTRICT FEES v Yb �LS (paid at School District Office) (form available after Plan Check) -TrjAoql 3. SHERIFF FEES (paid at Building Division) i Residential............ X $360.00 =$ Units Com ercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 0'4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ RTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) DATE RE'CE'IPT # �—� `� &)&) i 3 --05- DATEREL L 7. WATER TENDER FEES BATTALION # .00 (plaid at BuildingDivision) �) , 8. SMIP 3►5� �� T �. �. 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during plan checking process. APPLICANT DATE b �� 06— Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) p�QARTMENT ac �vTTF o O C 1 O < O O c�UNI� S Acetic WORD Department .0 o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: a0 S L - \J � -4 , ✓ . By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre. or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the' State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other _ sanctions provided by law. Signed: Title: Date:.) 3� o Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 p�QPRTMENT Cr 6VT7* d� 5 �L1C W�R� Department C o u n t y J. Michael Crump, Director Public f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 0 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: _ Title: Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ;,,,,.Y :d: •.c �S't ` :i •' �.' rill iY'i" :A.4',rq:i!;-�`-C.i•-%5:.:��'_ .'.>.'v ,,rk n�. Y,, t�-;�i, �.4�=' ,4`:• t i �!�- ��;F.��si}'�^. SFR• '��d:r •! -a _ ' � ( �. -� i �?'t.".':a(`"w�•:, x::sw a L'-.�P.!`' r.•- -u �i Y'.J 1'4e i'LL'•'. F P.. �•i 1' J. A- F .`.tee:_";I(3 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 pernit will be issued until this verification is received. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [X] NO [ ]. 2. I HAVE [kJ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNE PROPERTY OWNER- DATE: WNER DATE: 6. NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/204 Butte County Department of Development Services ADMINISTRATIO14 t BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of Califomia 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and othbr costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, Califomia 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t.,. v mirj t.,.ts.t). Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) x1 School District C�_� 1/1L166 ex -Z&7" Building Department No. A.P. Number 036--w 00 -0 V/Jurisdiction: City E=ETCounty Property Owner C/V Property Location/Address y Subdivision �'- Lot No. Residential Development Q Q ........................................................................................, Et Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # :........................................................................................ '(No foundation inspection) Commercial/Industrial Q New Building Depa ent Representative . Addition District Identification No. -1-313 y9S (Group. R) Deed Restricted Sq. Footage (Attach a signed copy of Deed R triction and Notice of Limited Use.Facility document) Sq. Footage (Including Exterior Roofed Areas) 7- 2 S --a �- Date School District certifies that C KC -1181 qq`� �. (Applicant) V oc—a s L o Yn o 'k k C y— (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.'0 by payment of $ �— representing `_l, t . square feet. AB 2926 $ FULL MITIGATION $ School District Paid by Check # r Remarks: 3'a'("6 o •- 07-5 —�0 .S Date a 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 I... on the school district's schools. White (school district), Yellow (building department), Pink (applicant). feeform.xls (3/05)dfnm �WILLDAN PublicServing Agencies July 19, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1518 Assessor's Parcel No: 036-600-041 Description: Chew - ASF Willdan Project No: 14353-1729 Dear Mr. Rutherford: 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2rid page of this letter. The plans acid documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies of sheets 1 through 3, dated 03/07/05 with no designer listed. ➢ Energy Calculations: Two (2) copies dated 03/08/05 by Don Freemeyers. ➢ Truss Calculations: Two (2) copies dated 06/02/05 by Endeavor Homes. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. } i WILLDAN , Serving Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC) • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. The information in bold text in the table below is not consistent with that shown on the plans and permit application. Butte County may recalculate the building permit fee based on this information. Specific Use Type of Occu anc Type of Construction Stories V Floor S Ft 2" Floor S Ft Total Sq Ft Dwelling Addition R-3 V -N 1 498 NA 498 Deck Addition R-3 V -N 1 317 NA 317 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerel , aac Kust r Plans Examiner Cc: Alice Mefford, E-mail: amefford@buttecounty.net Grant Chew, 205 Loma Vista Drive, Oroville, CA 95916, Fax: (530) 533-9818, grantchew@hotmail.com Page 2 of 2 'County of Butte Permit Number 05-15.18 W illdan Project Number 14353-1729 AFFIDAVIT REQUESTING D UPLI CA TION OF PLANS (California Health and Safety Code Section 19851) The official copy of the building plans may not be duplicated without written permission from the certified, licensed, or registered professional, if any, who signed the plans and the building owner. I hereby request duplicate copies of the building plans on file with the Butte County Building Division for Permit Number - /89� �%8 and the building known as GU� La�"'t��s A? � 1 O20v/"< (Residmce or Business Name) I am aware of the following three provisions of the Health and Safety Code as follows: 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. Current Building Owner: Gam% CfJ Design Professional of Record: Signature of person requesting copies: [,/6--S'/S =76/6 Printed or typed name of person requesting copies: — 6-0 -t, 7 l.�33 326 z Date: � Address:_a® S 4 a- V"'5 f- U �. Reason for requesting duplicated set of plans: ci,- GL 0 1 _�-1 L U S For Building Department Use F-.61) vner Permission received - Date Sent: ❑ Professional Permission received - Date ,Sent: Receipt Number: '/9%2-7 DateReceiw& Date Received: N j l 1996 California Health and Safety Code 19851 Inspection of records; duplication of plans a. The official copy of the plans maintained by the building department of the city or county provided under Section 19850 <•. shall be open for inspection only on the premises of the building department as a public record. The copy may not be duplicated in whole or in part except (1) with the written permission, which permission shall not be unreasonably withheld as specified in subdivision (f), of the certified, licensed or registered professional or his or her successor, if any, who signed the original documents and the written pemussion of the original or current owner of the building, or, if the building is part of a common interest development, with the written permission of the board of directors or governing body of the association established to manage the common interest development, or (2) by order of a proper court. b. Any building department of a city or county, which is requested to duplicate the official copy of the plans maintained by the building department, shall request written permission to do so from the certified, licensed, or registered professional, or his or her successor, if any, who signed the original documents and from (1) the original or current owner of the building or (2), directors or other governing body of the association established to manage the common interest development. C. The building department shall also furnish the form of an affidavit to be completed and signed by the person requesting to duplicate the official copy of the plans, which contains provisions stating all of the following: �• 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That drawings are instruments of professional service and are incomplete without the interpretation of the certified, licensed, or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where local governmental agencies, are not authorized or approved by the licensed architect who originally signed the plans, specifications, reports, or documents, provided that the architectural service rendered by the architect who signed the plans, specifications, reports, or documents was not also approximate cause of the damage. d. The request by the building department to a licensed, registered, or certified professional may be made by the building department sending a registered letter to the licensed, registered, or certified professional requesting his or her permission to duplicate the official copy of the plans and sending with the registered letter, a copy of the affidavit furnished by the building department which has been completed and signed by the person requesting to duplicate the official copy of the plans. The registered letters shall be sent by the building department to the most recent address of the licensed, registered, or certified professional available from the California State Board of Architectural Examiners. e. The governing body, of the city or county may establish a fee to be paid by any person who requests the building department of the city or county to duplicate the official copy of any plans pursuant to this section, in an amount which it determines is reasonably necessary to cover the costs of the building department pursuant to this section. f The certified, licensed, or registered professional's refusal to permit the duplication of the plans is unreasonable if, upon request from the building department, the professional does either of the following: I . Fails to respond to the local building department within 30 days of receipt by the professional of the request. However, if the building department determines that professional is unavailable to respond within 30 days of receipt of the request due to serious illness, travel, or other extenuating circumstances, the time period shall be extended by the building department to allow the professional adequate time to respond, as determined to be appropriate to the individual circumstance, but not to exceed 60 days. '' 2. Refuses to give his or her permission for the duplication of the plans after receiving the signed affidavit and registered letter specified in subdivisions (c) and (d). 19852 Fees; limitations The governing body of a county or city, including a charter city, may prescribe such fees as will pay the expenses incurred by the building department of such cin or county in maintaining the official copy of the plans of buildings for which it has issued a building permit, but the fees shall not exceed the amount reasonably required by the building department in maintaining the official copy of the plans of the buildings for which it has issued a building permit. The fees shall be imposed pursuant to Section 66016 of the Government Code. 19853 Exclusion of banks, financial institutions or public utilit:- This chapter shall not apple to any building containing a bank, other financial institution, or public utility. :�.. Thrs Se?`off pls�s�s ii�Cr ^Eit�JrfeT:. ; IJIST lie• ; It kW an Ae job at qP +;rnps' rnd:.i riIMIC4.11;t6 'thee any`a'� qr t71#• •.:ins onrxie withoai' va itiere'perr is&ia - Ip#he Np�rtmept of 0, r��'=A�t �a4ei icralr � �fV�'�'i;��ip. •� C kcC6rdormb `"�';' "i bc6oi i2�'4 --Ggond- Pracficas myb ` 1. ►4 ct qucali�y .nres r,i�i: l; t©r`' the Specified' use in 04. '1'rr1form 8uildirig, `Plwmbinz '& Machonical Codn'.eIM . National E4ectndcdl ocFe, r i. • A setback of 5 ft. from the proper#y lines and a setback <' o f Mff-' from the road • " Zenter)ine shall be .clear of " p�CK _ T, Ck' sttvctures or equipmenexcept' t for e. 2 -ft. eave overhang. � CCCAA 'OF � PAL EASCMMM'S: IF '� ..y t A •� i t i � r a - sv't 1. t .. "�s .• * ,. 1. ,Jt � ' g • r , r. ; it it } � 4'Y 4��,�1 + • �� i • `•'V�7 to 1 jrt� ♦ I .. I. _ s +, o 041 V,wA'i .13 : C UN BUTTEAPPROV Y BP 'DIEPAAT AEN D. F S ✓r ` r �l�l 'l } 'bbl h J :� ! 40 .t. .1: 4• r 4 u 3 { i PERMIT NO. 1895-89B,P,E,M PERMIT EXPIRES OWNER LARRY WRIGHT WEstern Sierra Const CONTR. 36-60-41 ASSESSOR PARCEL LOCATION 205 Loma Vista Dr. lot 3. Or . ,A i — - Temp. Power Pole Called PG&E Temp. Else. Service Called PG Temp. Gas Service Called PG&E L JOB FINALED (Date) Signature }F y i PERMIT NO. 1895-89B,P,E,M PERMIT EXPIRES OWNER LARRY WRIGHT WEstern Sierra Const CONTR. 36-60-41 ASSESSOR PARCEL LOCATION 205 Loma Vista Dr. lot 3. Or . ,A i — - Temp. Power Pole Called PG&E Temp. Else. Service Called PG Temp. Gas Service Called PG&E L JOB FINALED (Date) Signature }F 1 u 0=NCA OK - ='Not Applicable ' = Not Ready RESIDENTIALt(Sindle and Duplex) Date j4DEWOOR (Plans) OK except #'s o -Setbacks;-Easements-Flood- lope Location t ain; Soils-Steel-Elec. G . -/fl -e' Ftg. Dei Protec. lg., Garage; Soils -Steel -//'YC' Ftg. Depth ❑ Yes 4. Ftq., Porches & Decks; Soils -Steel-/ /"Ftg. Der t .walls, Main; Steel-Blockouts-Wrapped �6 temwalls, Garage; Steel- Blockouts-Wrapped 7. SI , Steel -Wrapped iers-Fireplace Ftg.-Steel D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material-Supprt-Ins. G_ irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Insulation f I,O j P i_p -) Card -B1 _ Date? •/D-?7Card-B1 LgAw/ Date Card -61 OZl Date 9'/5r-brg Card -131 (T Date Date ,f,UMBING (Permit) OK except'Ws �YTW r Pipe; Test & Anc or�otection W.W.V.; Test-Fttngs & Anchors -Nail Protection -%- Ghawer-Pan-, Test, First Floor -Tub Access 20 wer, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Date ELECT L (Permit) OK except #'s lure & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors -Stapled 2 o Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech. Fastener and G ater 2 Appliance Circuts in Kitchen & Conduc or 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 1_20 -Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. f;bethes t -Shower Light -Spa Light Smoke Detector Card -B1 Date Card -131 Date Card -81 Date Card -131 Date Date MFZHANICAL (Permit) OK except #'s 4. A.C. Ducts Insulation & Support -157-Vent Fan; Exhaust above insulation •x06. Condensate Drain & Overflow; Size & Grade �. F ce-Vent; Access -Comb. Air -Return Air Vent -115 outlet form if Furnace in Attic Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Date FRALUNG (Plans) OK except #'s Sil , Proper Material & Anchors alls Studs -Nailing, Spacing & Bracing—Plates-Sound gAaring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 43. a Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Date FRAMING Hange 'Post Caps -Anchors -Connectors CI . Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthng.-Rfng. it place Ties or Type A Flue -Fireplace Throat Clearance byrAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 5.1--Property-bre Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits dth-Headroom-Rise-Run-Landing-Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer ip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 58:-9hearWans; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B Dat and -B1 Date Card -81 ate and -B1 Date Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings S_mdike Detector OPurnace; Vents -Clearance -Comb. Air-Connector- lRcGefege; Above Floor-Ducts-Mech. Protection L_64-Bedroo Exiting 85. & Bath Fixtures & Tub Access -Spa §fb�Elec. Trim & Subpanel; Breaker Sizes-Labels Stairs & Rails 58. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Woo YPanel; I . & Ext. Kit. Fixt. & Applian e; Grnd. -Air Gap -Cooking Clearance 7 . Elec,.Outlets & R ceptacles at Kit. Counter Garage Fire Do r; Swing -Landing -Closer 74. Wtr. Htr.; Vents-Clearanc omb onnector-P.R.V.- In"Garage; Abve Floor -Me . Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; L(tF-1_,DRomex Protec. 2!_'l nsulation-Foam-Looked in Attic ❑ Yes Guard Rails & Deck Construction -Post Ca C(7g1�Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth � Clearance Looked under Floor ❑ Yes Following instld.; Drive s ❑ No; Walks ^as ❑ No; Planters ❑ Yes �*Wo o; Brown -Finish AP�fke. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. - 44.-"er Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation throughout House tl •Glass Protection §9, Corrections from Previous Inpections . Gas Test -Meters Tagged; Gas -:Electric 90, Water & Sewer Connected -C/O to Grade -HD Approval 1W.. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 641 Date -3a Card -B1 Date Card -131 Date571- 5�eCard-81 Date Card -B1 Date Card -131 Date Comments at Final: t ' = OK' 0=Not OK '.= Not Readyiable MOBILE HOMES MISCELLANEOUS ' Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining ' 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -81 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -131 Date Owner: Permit No. ENE R G Y C E R•T I F ICAT ION 205 Loma Vista Oroville Ca. LOCATION A.P. No. ROOF Material Thickness(inches) DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value),_ EXTERIOR WALL Material Fiberglass Batts Brand Name Owens-Corning Thickness(inches) 3;" Thermal Resistance(R Value) R11 CEILING Batt or Blanket Type_ Fiberglass Batts Brand Name Q�n�Pn4—fnrni� Thickness(inches)_ 1211 Thermal Resistance(R Value) :R38 _ Loose Fill Type Fiberalass Brand Name QLn�PnS-f r_n nine = ' Minimum,Thicknesl(Inches) 16„ Number of Bags. 19 Wt. per bag �r.35i_lb. Area covered(ft. ) -` 960''"'_' Thermal.Reeistance(R Value) R38 FLOOR, ELEVATED Material Fiberglass Batts Thickness(inches) 64" FLOOR, SLAB Material Thickness(inches) W idth(inches) Brand Name Owens-Corning Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value)_,^, FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value)____�__�; I hereby certify that the above insulation was installed in the above building In conformance with the State of California Energy RequLrements. Loerke Insulation Co. 499150 FIRM NAME/OWNER STATE CONTRACTORS LICENSE NO. April 23, 1990 3 - SIGNA E OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State -of California. 114XI(?u,�e c .47- F -IRM .FIRM OWNER (P1•ase print) STATE CONTRACTORS LICENSE NO. AA Xi SfG'NATURE1 OF QE RAjICONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING . January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE tC4 k1t gys -01 OWNER V PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional nexplan/ation, please contaccttJ this.office immediately. I') gyr,c 7C /V"'r � �vG /� I=� 17G 8 /2 ,nni ! e*ro /'1 /r' (10 %id. Sn5 [fict7/O � p o v� I ra Ci a 9—lb O r PtoVid-r- aCctsS -ftv Z44 1f'_ ' �l C -e �`c Cfl cre r o r �%-c.6 Date �U ��CJ Inspector, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • _ 196 -Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 ' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE S -g OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. e -- vv (tai (fD G..c,h r�A, e J_ A Inspector_��.rT . Date, � s r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER �— 'PERMIT NO A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected.. Please notify this office when correction of work is completed. If you have any question pertaining to this ma r, or need additional explanation, please contact this office immediately. Inspector Al Date`' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERUIT NO. V A routine inspection indicates that the following violations of County Ordinance ` exist at the above address and should be corrected. Please notify this office - when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. /�qv l/ i rr^/, 1 e -i A J, i S / . 1,2 (2 CiD Vl. -cl ✓ L4.4 r { Inspector ze� Date a` COUNTY OF BUTTE. y DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE (AIr,�5?-_i' OWNER *PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need/additional explanation, .please contact this. office immediately. Vw 6,1 1A I.e/GC�w G ✓ G� f -C Inspector / Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance Y exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4 .7' -J. inspector A2 -Date C/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Calif3rnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT P MIT NO. ASSESS �AR ELyNUMBER 44 ZOjpIp1,G BUILDING PERMIT OWNER TELEPHONE - SQ. FT.,OCC. BUILDIN ALUATION OWNER'S MAILING DD E S - ,-�Z+% 3 & CN.ZCO CONT CTOR'S NAPkE �1011I TE E HONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 6 LENDER'S MAILING ADDRESS Filing Fee ,$ 1000 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee Energy Plan Checking Fee $ S ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS- Permit fee $ 40 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 '-"- Solar or heat pump water heater 20.00 LOT SUBDIVISI N PARCEL ✓.�1�/ ` Water piping 5.00 S- Each gas water heater or vent 5.00 USE U STRUCTURE SF,X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 .� Mobile Home S G WO.00ea TYPE OF WORK New Addition ❑ ((Remodel ❑ Utilities ❑stallation❑ Other ❑ Describe work: AAZ/� .n 32 "85 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. _ License No. �] �� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING Dc OR ADDNS. ACC. BLDGS. Ih Qsq ft 5 NEW CONSTR U I.OUTLET NON-RESID .BRA CH CIRC TS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20®Sot eALeao FIXED APLNS. Ex. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. lyirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Q� I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHA CAL PERMIT Filing Fee 10.00 Heating 15 Cooling 3T1115- Hood 3.00 Ventilation c'w .3 3 Permit Fee $ .4',— Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. ee to save, indemntf d keep harmie s the County of Butte against all IiabiIi ' s, judgments, c• ts, and expenses hich may in any way accrue against said ount in con que a of the grant' g of this permit. X Date I o Applicant — or ❑ Contractor ❑ Agent ❑ An OSHA permit is requireo eX avations o r 5'0" deep and demolition or construct- ion of structures over 3 storie In ight. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ S 6 � ascuP, 111 coel�T.T Pc V SCNo L PLoo PA ce PI, ND Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI F PUBLIC BY PER IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7 % Receipt No. WHITE-D.P.W.. YCL LO W-A8e [980 INK-INBPC TOR, GOLD IN ROD -A PLI CANT ! l COUNTY OF BUTTE - DEP //t�AITMENT.OFTPUBLAC WORKS -BUILDING DIVISION 4 { 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' PERMIT APPLICATION DATA SHEET J ' 4. - _ 'W'. Permit No. .___ OWNER L/.�z�/��"oI A. . No. Proposed .Building Use 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 APPROVED 1. All items have been submitted. . 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 01/Chico Urban Area fees paid ........................................ Park fees paid .....%....................................... G _ "*1'4. �� School District fees paid ............... ... _ Sanitation approval from �#;6�A Health Department . . 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 3a _ 85 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... Y9. Pre -Inspection for required Pre-Inspec. request to p q Building Inspector (Date) �20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... e2. Owner -Builder Verification (Given to owner ❑, Mail to owner o) ........ 3. Recorded copy of Agricultural Acknowledgment Statement ............ ' 24. Letter of signature authorization ........ . 25. �T 4J 26. When you issue the permit, process s follows: Mail to owner. Mail to contractor. Telephone i' and hold for�p1cku at G=office. Deliver w/inspector. Other Applicant 1 ate Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. d1 Si z OU -A2,6 2. Additional items required: Contractor, designe Qwne was advised of above requited data by _phone___rnall—counter by �-- date' 6- z-7 --69— Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date �Q Plans checked by Date Plans approved by — Date 2 Sets of plans o Ihold,yn_ ,File cabinet SAP folder Copy—DPW PERMIT NO: 43-89 Dake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: July 10, 1989 Applicant: Applicant Address: Applicant Phone No.: Property Location (s): A. P. No. (s): Fees due: LARRY WRIGHT 4273 Kathy Lane, Chico, CA 95926 343-5195 205 Loma Vista CnplPIT Aaras Suhrl T Lat 3 36-60-41 LOAPUD Connection Fee of $275.00, SC -OR Regional Faciltly Charge of z p900.00 Short Sew x e Fee Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Date: Lake Oroville Area Public Utility District release to close permit: Date: By: /'i`� *- �'Y w J.QM ' .,' ,' ,...y.->W,hi�. `+,.,._ x�.:,,,, .._� x �� yy�'4;"p.�+lr!"f`....-..r.. •..r-.-rte..`,.-•-vim.-...y e.... .... ar�r,r-*.. _. Y ».ei.• �+.• ':F.+' "svf"I.,rtiT" �..r`x-�,�.�.rt•..+t+' -' c ±@'^yk+- }-:aTi�,yTk: t ✓ k BUTTE COUNTY -SCHOOLS-DEViELOPMENT PEE CERTIFICATION FORM -(One Form per Building)IV > 4 A.P. Number ?,�-(�- Building Department No. School District(0_-1Y4C- �Gity County Jurisdiction Prope y Owner_ � 'Project Location/Address � -",3.Z_aWA U.C,;TA 1`iQ, 0�Uszl,6 C7f1, j Subdivision Lot Number Residential Development: a a .., � Sq. Footage ,' - # of Living MHI Addition. (Group R) Units Commercial/Industrial: a New Sq. Footage Addition (Including Exterior Roofed Areas) 6 �y.eq , ��.::! tsuilaing Department (:R-epresentative Date r (Floor Plans reviewed by School District Personnel), District Id No. �ifDUI1/4t E1eM9_21t-j1'- r ✓ School LG�Yr.I 4k (Applic nt Name) 2 73 7A AX V (d, (Street ddress iC City State .,r District certifies that (Phone Number) f J (Zip Code) has complied with the requirements of Resolution No. R14 2-1/.1- by -/Zby the p�ymentr of $ �� av representing ,/ g� square feet. School District Representative PAID BY CHECK NO. BANK NO Z Z 40 o& 3.7-10 PAID BY CASH REMARKS: Date white -applicant, yeillow-building department, pink -school district SCHOOL. FEE Return -to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be. recorded prior to issuance of a building permit. The property described herein is adjacent ; to land or' included within an area zoned B9-023273 ; Rec Fee 5.00 for agricultural purposes, and residents .._ �{ :• OFFICIAL SEAL ,�.•� MULKEY ; Check 5.00 of this property may be subject to incon- Recorded ; veni.ences or discomfort arising from the Official Records ; use of agricultural chemicals, including, County of ; but not limited to herbicides, pesticides, Butte ��R SHOWN fertilizers; and from the pursuit Candace J. Grubbs ; of agricultural operations including, Recorder2 ; but not limited to cultivation, plowing, ; 03pm 26 -Jun -89 ; VS i spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural. purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lots 3 and 4, as shwon on that certain Map entitled, "COPLEY ACRES SUBDIVISION," which Map was recorded in the Office of the Recorder of the County of Butte, State of California on August 1, 1963 in Book 30 of Maps, on Pages 38, 39 and 40. Date: c,_� )- ZT State of ) County of PROPERTY OWNERS: On this the , j 4day of 19 before me, SS. the undersigned Notary Public, personally appeared My Commission Expires MIMI!), 36 -6 o- y 0 Present A.P. No. 36 —�00- y I Notary Pub personally known to me. [J Proved to me on the basis 1■iY.Y...Y......■■................. /e...J.' of satisfactory evidence. .._ �{ :• OFFICIAL SEAL ,�.•� MULKEY to be the person(s) whose name(s) ?ao<}?�y; DONALD L. NOTARYPUBLIC- CALIFORNIA IN subscribed to the within instrument : for and acknowledged that _ IN WITNESS PRINCIPAL OFFICE executed the same the purposes therein contained. h 131JTTECOUNTY WHEREOF, I hereunto set my hand and official seal. My Commission Expires MIMI!), 36 -6 o- y 0 Present A.P. No. 36 —�00- y I Notary Pub r.� BUTTE ('OUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. / BP042037 v/ LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/12/2004 APN: 036-600-041-000 the Business and Professions Code, and my license is in full force and effect. License Class : a-31 LicenseNumber: 3yr3 � Site Address: 205 LOMA VISTA DR ORO Date: %- /id� Contractor: ��c l� Map Index: Description: RE -ROOF (31 SQ.) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CHEW -LEE FAMILY TRUST to its issuance, also requires the applicant for such permit to file a C/O CHEW GRANT N L & PAMELA G LEE signed statement that he or she is licensed pursuant to the provisions of TRUSTE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 2647 21 ST AVE she is exempt therefrom and the basis for the alleged exemption. Any SAN FRANCISCO, CA 94116-3016 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not .apply to an owner of property who builds or improves thereon, and who does Applicant: CHEW -LEE FAMILY TRUST such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of- completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: ALLADIN ROOFING pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 4262 OROVILLE, CA 95965 Date: Owner: (530) 533-2934 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #•- 532834 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: r Engineer: , the work for which this permit is issued. My workers' compensation 1 insurance carrier and policy number are: t Carrier:a�;Q� Total Square Ft: 0 S. F. \ 21;? - Policy#: If7Me-) 4 Valuation: $0.00 ElI certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Fai ure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages s provided for in Section 3706 of the Labor / /�q code, interest, and attorney's fees. f�/!T� / C/� CONSTRUCTION LENDING AGENCY-- 1 hereby affirm that there is a construction lending agency for the .This pe it -is ery-i s and r t e applicabl provisions of the Butte County_ Code an pr Reso n o d w c ' e a r Zh' fe s a been paid ^ %/) jr` /!! performance of the work for which this permit is issued (Sec 3097 Civ.) F///�✓) Name: By: Date: PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Cou%nnttyy to enter upon the above mentioned property for inspection purposes. Print Name: l} e4 l (C 6 Signature: =290 77-1-a7aa- Date:. 0 Owner Contractor ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042037 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/12/2004 APN: 036-600-041-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: S --W 3 Y Site Address: 205 LOMA VISTA DR ORO Date: Contractor. /0-/c l _ Map Index: Description: RE -ROOF (31 SQ.) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CHEW -LEE FAMILY TRUST to its issuance, also requires the applicant for such permit to file a C/O CHEW GRANT N L & PAMELA G LEE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section TRUSTE 7000) of Division 3 of the Business and Professions Code) or that he or 2647 21 ST AVE she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the SAN FRANCISCO, CA 94116-3016 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: CHEW -LEE FAMILY TRUST such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: ALLADIN ROOFING pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code P O BOX 4262 OROVILLE, CA 95965 Date: Owner: (530) 533-2934 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 532834 ❑ 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. Architect: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: 7l 3 - 19 7 C3I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' t compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. Date: Z -e,( Applicant: WARNING: Fai ure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages for in as provided Section 3706 of the Labor code, interest, and attorney's fees. �D CONSTRUCTION LENDING AGENCY _ This pe it i er y i s and r e appli Iabl provisions of the Butte County Code an or ' I hereby affirm that there is a construction lending agency for the Reso n o d w c a r 6h' fes yaye been paid. '! performance of the work for which this permit is issued (Sec 3097 Civ.) /?// Name: By: �f Date: Address: PERMIT EXPIRES ON: / Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County two enter upon the above mentioned property for inspection purposes. Print Name: /1 e � ! utl / I 6 it Signature: Date: 7 / Z -6y 0 Owner 4-Gontractor ❑ Agent for Owner ❑ Agent for Contractor 1 36-60-41 3232-90B— COMER, Herbert f 205 Loma Vista Dr, Oroville (storage bldg) x I i i 2� Y r h Y JOB FINALE Signature v=Ok ' O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s i 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) t 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ P L" ft./ /"LPG 7. Utility Clearance 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 t 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLAI�S Date DECKS, VERS CARPORT GARAGES, ns OK except #'s onin uirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms-Rftrs.-Coo nectors Shthg.-Rfg.-Bracing um. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Dat - - Card B-1 Date Card B-1 Date and B-1X1r==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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 d=OK O=Not OK - = Not Applicable ' = Not Ready RESIDENTIAL (Single & Duplex) , Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalis, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card 3-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive 0 Yes C1 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B -i 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 ---- 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 ---- 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER . 36-60-41 ZONING AR BUILDING PERMIT OWNER Herbert Comer TELEPHONE 534-3885 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 205 Loma Vista Dr. Oroville 95966 CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER none UNKNOWN Total Valuation is Filing Fee g $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 122-50 ARCHITECT OR ENGINEER Ramakanta AdhikarV LICENSE NO. 040154 Plan Checking Fee $ 61-25 Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 205 Loma Vista Dr. Permit fee $ 19 -79 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Oroville Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Storage Bldg. SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 10.00e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 V OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare Linder penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.5 NRA DONS. (STR. A 2h¢sgft, ULTB OUTLET NO N.RESI BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. EX. Dccu OUTLETS OR FIXTURES eZAL9AL03030 EX. OCCup. OUT LE Ex. IRESID,)FIXED APPLNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 931-1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains said County in cons qua ce of the granting of this permit. / _ X ?� ��–i� Date �— 2%) Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.Receipt Mobile Home Installation Fee $ Energy Inspection Fee $ I orc covge AL TOTAL FEE $ 193.75 5 HAZ CUA PARK FLD PAR o Issue This permit is nereby issued under sions of B e Coun C de and/or work i i t bove 0 w ich fees E OF UBLIC BY PER T EXPIRES Date the applicable provi- resolutions to do have been paid. WORW/o/e, Dat O No. 73693 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT .r COUNTY OF BUTTE - DEPARTMENT—fl0F PUBLIC WORKS - BUILDING DIVISION OWNER /Ye i Proposed Building Use 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET I^ Permit No. )C�r ( dam ( A P.No.s6— 0 1�4 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 APPROVED 1. All items have been submitted. .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... Energy Design Compliance and supporting documentation ......... 151— LVIStatement of Intent for Non -Heated and AC Buildings ............... /0- f2-9(1 K:6) 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mbbilehome installation data including manufacturer's installation instructions......................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 1.4. Sanitation approval from Health Department 'I"5: City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date), 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ................... 23. Owner-Builde(Verification (Given to owner ❑, Mail to owner ❑))..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... - 2 Letter of Sign%ON t?hZ �i1�6'//✓�E,C//I�C'............... . 6. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephoned and hold for pickup at 0 �p office. Deliver w. /inspector. Other Applicant X4- • dll .Date _70- 0 — %y Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution 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:�/L L DllT CE2T Contractor, designer, ner was advised of above required data by iphone---mail—counter ba .date 20 Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Planschecked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASS SOR PARCEL NUMB Ei� ,[_ ZONI BUILDING PERMIT OW f IDrnFf" TEL PH � SO. FT. OCC. BUILDING VALUATION O N R'S MAI LI G ADDRESS Dom et 9M C TRACTO SNAMETELEPHONE CON ACTOR'S MAILING ADDRESS F i replace CONS UCTION LENDER UNKNOWN Total Valuation$ LENDER'S MAILING ADDRESS A C ITECT R ENGINEER LI NSE No. aM C: <c,�0 /S Filing Fee $ 10.00 Permit Fee Plan Checking Fee $ s 0 $ r t - ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS _ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 r tJ I F Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTUREGas SF ❑ Duplex[]Mobilehome❑ Other 61� SPEC T piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00e TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation❑ ' Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 01 0 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p er l y (check one): ❑I am licensed under p provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. AOO'L 100 AMP 2.50 NEW CONST. DWELLING OCcuP.e OR ADONS. ( ACC. BLDGS. , /z¢sgft NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 12.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200501 e ALO 30c FIXED APL EX. Occup. OUTLETS P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XTh:.-;permit Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE HAZ CUA PARK I SCHL FLo I PAR PO HD ISSUE is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW- 33E330R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE = Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538_754 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and'i.ssuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) ,w 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 Contractors License iVo. 4. .I plan to provide portions of this work, but I have hired the following person to coordinate supervise, and provide the mar work: Name�_ Address City Phone _.Contracto.rs 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 sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. {.t :.5 s3%3-0,at 205 Lo m,aa (bldg.permit no.) (location) rte\.. ✓ NON-RESIDENTIAL BUILDINGS ` ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, �,P 1' n��K , owner of the building to be constructed as a please print) - V i S T -A 10ra\I1_ , hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if.I change the use or occupancy of this building in the. future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the•insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the.building to comply with the regulations. I understand that any of the.above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner Mailing Addresses '.Telephone No. --5 f' f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, 4WJornia 95965 - Telephone: 916/538-7541 APPLICATION AND.PERMIT 1 PP�ERMILT NO. ASSESSOR PARCEL NUMBER 36-60-41 ZONING JAR BUILDING PERMIT O =Y WRIGHT TELEPHONE ..l 195 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4273 Kath LaneChico, CONTRAC TOR'S N AME Butch Deadmond TELEPHONE I CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 1t ARCHITECT OR ENGINEER .1 LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ I ARCHITECT OR ENGINEER'S MAILING ADDRESS p Penalty $ 1 BUILDING ADDRESS r 205 Loma Vista, Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 t LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 ach qas water heater or vent 5.00 54.00 USE OF STRUCTURE SF [V Duplex Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 Mobile Home I S I G W 10.00e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: add gas piping/189'"9 _ min ch $25.00 5.00.E Permit Fee $r3•�i0f Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6101 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) [[� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N OR A.DNS. ( ACC. BLDGS. I 2/2 0SCt ft NEW CONSTRMULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS Q (SINGLE OUTLET CIS. Ex. Occup(OUTLETS OR FIXTURES 20@50 ALO Ex. Occup. ourL ETs ED P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): y ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. "I Notice to Applicant: If after making this statement, should'you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize -representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saiidCounty in consequence f the granting of this permit. �,�,�c.� X ..�f1�t;__ l��/•r�.�t�t�-( �y// Date " % E) Sig�ture of Appli4nr — OW er `L� Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 25.00 HAz I CUA I PARK I SCHL I FLD I PAR PD HD I Is u This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indi ated above/ fpr which fees have been paid. DI CTOR,OF PUBLIC WORKS / 5/1/90 F By Date PERMIT EXPIRES Date - / y✓ Receipt No. /.rr7 WRITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT a ( COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 05965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 36-60-41 ZONING BUILDING PERMIT OCHRY WRIGHT TELEPHONE 343-5195 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 427 atane- Chico, 95926 CONTRACTOR'SNAME Butch Deadmond TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 205 LQma Vista, Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ®X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 5.00 Mobile Home I S I G JW I 10-00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: add gas piping/1895-89 _ min ch $25.00 5.00 Permit Fee $ 25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 2/1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. 2�,20sq it NEW CONSTR. MULTI -OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS & (POWER OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES z0@sox 5AL@30 FIXED Ex. OCCUp. OUTLETS PIRESID 1REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. dI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said ounty in consequence f the granting of this permit. X Date .�7 �� — g !� Signature of Appli am - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ 25.00 HAz CUA PARK SCHL fLD PAR PDffl Is u This permit is nereby issued under the applicable provi- Bions of the Butte County Code and/or resolutions to do work indi ated above f r which fees have been paid. I CT OF PUBLIC WORKS 5/1/90 BY Date PERMIT E PIKES Date �'- Receipt No./.W WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT E Ry INCm 0 METAL BUILDING SYS�EAAS P.O. Box 110 • Jamestown, North Dakota 58402-0110 • 701-252-7380 JOB NAME: Herbert Comer 'd CA LOCATION: Oroville:;: DESCRIPTION: 30 x 40 x 14 WORK ORDER NO: W5-2753 DATE: Oft j4 L T''u S v I SFrAL ®Q�oRssioTA rri �� C040154 /94 PROJECT EN 'fir DESCRIPTION �,�,s. z�s3 . Ub P3 ae J w osis+r Sup td."�5 L BY ncaP+S • `� �o x4o x14 rI I DATE: R ' �•j7CECKED BY: ROOF LIVE LOAD 7-0 PSF DEAD LOAD 2- Z PSF FRAME LIVE LOAD PSF WIND LOAD MPH OTHER LOADS BLDG. CODE u GENERAL LAYOUT z Yz xL %z�- ' 4•if2[Mcl /idC� 'loe�7Fd'e .s`E•µ� cl) 30 PANEL. A ' PURLINS STRUTS SIDEWALL GIRTS �' Z ENDWALL GIRTS '3 BRACING •V61 Z ENDWALL FRAMING FRAME krS' n I n U u PEAK n ( n to t* Ll I u 40 * ` W E 1) is •C 0 R * 116P328 EST IMATE/Df:SIG14/TIRAFTIIJG SYSTF14 10—SF.P-90 * PAGE 1 VER ;ION -3 09 ** 16 ** 09 * WEDGCOR STEEL. COPPORATIONS FRAMING SUMMARY ROOF PANEL ** 26 GA (HR) PURL.IN: TYPE- 2 MOUNT= R L:AP (FT) := 3.000 SFACING(FT)** LEFT= 4.736. RIGHT:-- 4.736 RAY 4 1 2 SIZE 2 0.0 20.0 DEPTH 6.5 6.5 GAGE 16 16 STUD PURLINS:. I.EF'T E141.1. ---.Y RIGHT END= Y 6 ROWS OF PlARL.INS EAVE STRUT: TYPE= Cy DF. PTFI- 8.0v 6AG :� 16. B R A C I N 0 t NO. OF RAYS WITH 5/16" CABLE= 1r 3/n* CABLE= 0 RACK SIDEWAL.L.: P.Af1F L. ** 26, GA C MIR > GIRTS ** TYPE = Z , MOUNT = B ROW L0C14 ( FT > I. AP (FT ) 1 7.3333 3.000 RAY 4 1 2 SI7_E 20.0 2000 DEPTH 6.5 6.5 GAGE 16 16 BRACINC** N0. OF RAYS WITH 5/16" CABLE= 1s 3/8" CAFI_F- 0 FRONT SIDEWAL L ** --------------- rANf. L ** 26. GA (HR) GIRTS 1 TYPE = Z . MOUNT = R ROW LOCN(FT) LAP(FT) 1 7.3333 3.000 BAY :k 1 2 SIZE 20.0 20.0 DEPTH 6.5 6.5 GAGE 16 16 BRACING** NO* OF BAYS WITH 5/16" CABI.F= It 3/8" CABL.E:= 0 ?�F �NTTT T�.T�*T%i�/p�{`h`N�T�TTT�T��TT��PT�TA�T�F iF�w��FT�•T�TTTM�T�T�TT�TTMTM T�?TTT�A I�TT�TT * w r n r C D R * U6P328 ESTIMATE/1:IESIGN/1)RAFTING SYSTEM 10 -SEP -90 PAGE 2 VERSION --3 09216.09 �c W1::DGCOR STEEL CORPORATIONS FRAMING SUMMARY LEFT ENDWAL.I- S -------------- PANEL. S 26 GA (HR ) RAFTFRS TYPE SCP 8.0XIA. RIGHT COR COLS TYPE- SCP S#Ox1S.P ROT= S LEFT CDR COLS TYPE= SCP 8.0x16., ROT= S BRACING* NO. OF RAYS WITH 5/16' CABLE= 0 GIRT ** TYPE Z INTERIOR COLUMNS AND GIRTS: 141 1 10 BAY 517.F COLUMl4 SIZE GIRTS NO. (F -T) TYP15Ft.(3 ( 0EP) WEB ( GAO) NO D( -.P GAG LOCATION ION (FT ) 1 7.4 8C. 8.0 16. 1 6.5 1.S 7.3333 2 16.0 SC 8.0 16. 1 6.5 16 7.3333 3 7.0 1 6.5 16 7.3333 RIGHT ENAWALL. ** -------------- PANEL S 26 (3'A'.'.-(HR)- RAFTER: 3'A ' (HR)RAFTERS TYPE='SCP 8.0x14. RIGHT CDR COLS TYPE -'SCP 8.0x16., ROT= S LEFT COR COL '# TYPE= SCP 8.0x 16 . P ROT= S BRACING** NO. DF.. BAYS WITH 5/16' CABLE= 0 GIRTS TYPE=. Z: INTERIOR COLUMNS AND GIRTS: RAY SIZE COLUMN SIZE GIRTS NO. (FT) TYPE FLG(DEP) WEF(GAG) NO DEP GAG LOCATION (FT) 1 7.0 SC 8.0 16. 1 6*5 16 7.3333 2 16.0 SC. 8.0 16, 1 6.5 16 7.3333 3 7.0 1 6.5 16 7.3333 * W r 1) .. R C 0 R * UQP328 ESTIMATE./DESIGN/DRAFTING SYSTEM 10-•SlIP-•90 * PAOF 3 VERSION -3 0911.9:53 * WEDGCOR STEEL CORPORATIONS REACTIONS FOR ENDWALL COLUMNS LEFT ENDWALL REACTION** (KIPS) COLUMN LOCATION DL.+LL DL.+WL H V H V R -CC 0.00 0.22 0.31 , •-0.10 COL -•1 0.0.0 3.26 1.06 -1.47 COL -2 0.00 3.26 1.06 -1.47 L -CC 0.00 0.22 0.31 -0.10 R 1 GI4 T ENDWALL ------------- REACTION** (KIPS;) �3,�t�- COLUMN LOCATION DL+LL DL+WL H V H V R -CC 0.00 0.22 0.31 -0.10 COI. -1 0.00 3.26 1.06 -1.47 COL -2 0.00 3.26 1.06 •-1.47 L -CC 0.00 0,22 0.31 -0.10 **H IS POSITIVE IN THE OUTWARD DIRECTION. V IS POSITIVE IN THE UPWARD DIRECTION.. REACTIONS FOR WIND LOAD IN PLANE OF SIDEWALL FORCES (K irs ) WALL .HOR (+/-) VER (+/-) FRAME. LINE BACK 2.4 1.7 1. 3r FRONT 2.4 1.7 19- 2r REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL a ----- DIAGONAL. BRACING -------- SHEAR LOAD FORCES (KIPS) COL.. ON EACH ON BASE ANGLE WALL. HCR (+/-) VER (4/-•) SIDE OF BAY* (LB/FT) LEFT 1.9 3.0 1 0.00 REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL ACTUAL PANEL SHEAF AI. LOWADL PANEL. SHEAR RIGHT EMDWALL.1 61.8 LF/FT 100.0 LF/FT 4 J J N• J Jr ,!r W Nr W J� J' r Jr ,4 v4 Y. ,4 J. 4 ,4 Jr W W ,• 4 W♦ ,4 W W J Y n`'c %{ �::k.%1c � � � � %Y %X :% � %X :,, :,� >X ;ic %� �: r� ,, ac :X :„ ,,. Y,; s; �. %S% r,; :�: � ;,, :X :,, :,, .;; ?,: %;::,, :a r;.:,, r,, •. >,, rh �..� n•.,c %,..,. •yY %� ra :9c .r � :S: %�::,; :1<>;: %;; .,, x %� K %;t Xc � Y6 l: rc U6P328 ESTIKATE/DESIGN/DRAFTING SY S1-1::14 10—SUP-90 HAG:= 1 VERSION-3 09:19:52 P WEDGCOR STEEL CORPORATIONS W J. 4 W J J. J J Jr Jr J. J. J W Jr . • W J Jr •I Jr Jr J, J Jr J Jr Jr W • Jr W 4 •1 1r d •Ir J W *%k�'r".,f �k:XtY,<%�%S:rn,.kckc%a.a.{•nk':%r:�<:�:�c�a�<%�.d.n�d�a•a•a�rararb..nrd'�•.�n��aa•%K:n•d•a•F%XX:$ZYR"��<%�%��•ra�a��a��X�%a�d%a��a�%i+ .<<'��a• STRUCTURAL DESIGN CALCULATIONS - ol BUIL ING: 30.000 WIDE (ft) 40.000 LONG (f t) 14.000 LT EAVF HEIGHT (ft) 14.000 RT SAVE H 0HT (ft) 1050 PEAK RISE (ft) 15.000 PEAK OFFSET (ft) LOADING: 20.000 PSF LIVE LOAD 75.000 MPH WIND LOAD 2.200 PSF ROOF DEAD LOAD CUSTOMER NAME: WESTERN BUIl••DING CONCEPTS PROJECT NAME....: HERBERT COMER PROJECT LOCATION OROVI'1 LE, CA. PURCHASE ORDER NO: U6P328 I PREPARED 2Y: I I------------ I 1 W'=DGC:OR :arc L CORPORATIONS I I P 1.0. BOY, 112 1 I ,JAME STOWN Y ND 50401 1 I DATE: 10—SUP-90 ----------- ----------------------- d W Nr • J- dr ♦ 4 1• r W J • JI Ji J Jr J JI J J .Ir �I JI J J W Ji ntmTX%Xr�.>X�::X%$%};%k�:;t>$.d>,l•.n:X%it�%�(%1t�:.�%$;};:�>k�:X;�•�,�Y�r;,>Xr�•Y�•tYr:Yi.Yi.�Y�$: ��Y,<�4•n�t;k�Io•�%$Y�3k�>f:Y6%�(:$,T.�},'C.o>XYd;I'ntY�r;(:,l'.;.n.:,i' yc y :,1 E j1 G C 0 R X: 4U6P328 ESTIMATE/ DESIGN/DRAFTING SYSTEM 10 -SEP -90 * , PACE. 2 VCRSIOM-3 09:19:S3 � WEDGCOR STEEL CORPORATIONS %X %><�X:%�:,ti�c%X�t:;:.K�;�K� X<Y�'k�:X �Xc�c�c%X��:��c;<"�X��c�:fiX<�d�c�°.c�t%��cX<Y��:��c�%K�:X� Y; �c��tY��:��cYx"�•:t.�T��c•1,cYc�c�!c•1,c�3X%X��tn�c%k OUTPUT REPORT F013 WIND LOADINGS (Load In PSF; Q) Far 'Pressure (-) For Suction) CODE = UBC r EXPOSURE:. _ Cs OPENINGS = C9 WIND SPEED (MPH) = 75.00 A. CORRECTED VEL.00.ITY PRESSURE 17.3 B. RIGIIi FRAMES: C1 C2 C3 C4 Wind From Left. 13.0 -•12.1 -12.1 -8.6 Wind From Ri _ ht 1:3.2 •-1.2.1 -12.1 -0.6 PRESSURE SUCTION C. WALL GIRTS: 20.7 -19.0 D. ROOF PURLINS: 0.0 -19.0 E. ENDWAL.L COLUMNS: 13.8 -12.1 F. EN WALL RAFTERS Backside 0.0 -12.1 Frants ide 0.0 G. BRACING IN PLANE OF ENDWALL: Ci C2 C3 C4 Wind From Left 13.8 -12.1 -12.1 --8.6 Wind From Ri5ht 13.:3 -12.1 -12.1 •-8.6 o H. BRACING IN PLANE OF SIDEWAI_L.r ROOF: Wiri-1ward '--nd 22.5 Rauf -12.1 L ewa rd End 0.0 D0CVQHDV c"rTION I: WALL PANELS: J. ROOF PANELS: K. QVE:R!•}ANG: I. DEFLECTION LIMITS: Purl'in (Live) Purlin (Wind) Girt (Wing!) W.Panel (Wand) R.Pane:l (I_iv& R.Panel (Warr) E.W. (Column) E.W. (Rafter) 20.7 -20.7 0.0 -19.0 0.0 -48.4 180.0 1.20.0 90.0 90.0 180.0 122.0 120.0 180.0 :X��:k�%�:�:��k�%�:kx:k>X;,c•�;k.,.<:1c.,t;k;):W%l:�X:9c�k;.�:.d�k•��XX:�%k>k•�•k%x%1�%�>�•��:,.>k;,. ,.%:.t>k>k%:>��:.�.�:t :kK%k;�%,�:,.%k%t>k:k;�T ,t>;c:k� �c y W D G C d) R 06P328 ESTIMATE/DESIGN/DRAFTING SYSTEM. 10 -SEP -90 ` PAGE 3 Vk:RGION-3 09:19:53 Xc k WFIOCOR STEEL. CORPORATIONS �:K1��rXtXt�X<k�*XcX<:'FXt:kXt%Xti �XtXt'XtXtXt�XCX� AXc%�Xc i��XcX<�X�Xc%��eXt�;h�X<X::�c�k%dX� wX<Xt�KXtY��X<Xt�;Y��K�XtXtXt�Xt��X<��k REACTIONS FOR -li:MPWALL COLUMNSCD LEFT FNDWAL L REACTION** (KIPS) COLUMN LOCATION DL+LL FIL I -WL � H V H V R -CC 0.00 0.22 0.:31 -0.10 C01_-1 0.00 3;26 1.06 -1.47 COU -2 0.00 3.26 1.06 -1.47 L -CC 0.00 0.22 0.31 -•0.10 RIGHT ENDWAL.L ------------- REACTIONS FOR WIND LOAD IN PLANE O1= SIn WALL FORCES (KIPS) WALL 14OR (f/-) VER (+/-) FRAME LINE BACK 2.4 1.7 v 3.- FRONT ,FRONT 2.4 1.7 19 2r REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL -------- DIAGONAL BRACING -•--•----- SHEAR LOAD FORCES (;CIPS) COL. ON EACH ON BASE ANGLE WALT. HOR (+/-) VEP: (+/-) SIDE OF BAY* (LB/FT) LEFT 1.9 3.8' 1 0.00 RIGHT ENDWALL REACTIONS FOR WIND LOAD IN )"LANE OF h.Mf-WALL ACTUAL PANEL. SHEAR ------------------ 61. LB/FT AL.LOWADL PANEL. SMEAR -------------------- 100.0 LB/FT REACTION** (KIPS) COLUMN LOCATION DL.+LL DL+WL H V H V R -CC 0.00 0.22 0.:31 -0.10 C01_-•1 0.00 3.26 1.06 •-1.47 COL. -2 0.00 3.26 1.06 -1.47 L -CC 0.00 0.22 0.31 -000 i.0 **H IS POSITIVE IN THE OUTWARD DIRECTION. V IS POSITIVE IN TI -11= UPWARD DIRECTION. REACTIONS FOR WIND LOAD IN PLANE O1= SIn WALL FORCES (KIPS) WALL 14OR (f/-) VER (+/-) FRAME LINE BACK 2.4 1.7 v 3.- FRONT ,FRONT 2.4 1.7 19 2r REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL -------- DIAGONAL BRACING -•--•----- SHEAR LOAD FORCES (;CIPS) COL. ON EACH ON BASE ANGLE WALT. HOR (+/-) VEP: (+/-) SIDE OF BAY* (LB/FT) LEFT 1.9 3.8' 1 0.00 RIGHT ENDWALL REACTIONS FOR WIND LOAD IN )"LANE OF h.Mf-WALL ACTUAL PANEL. SHEAR ------------------ 61. LB/FT AL.LOWADL PANEL. SMEAR -------------------- 100.0 LB/FT R ESTIMATE/DESIGN!/Zi1�AFTII+G SYSTEM y W328 VERSION -3 FAG`: 1 WEDGCOR STI_I 1_ GOf�F'C11�Aj1 IO/N;[S/ / / ) 1 J J•J. Js rM�.lX •rM?filX lc a. nl /]. �1Mh� .7' y y J 1 J• J t N.1lP n`l�lX n\�T4•%i nC •P •i�•1r O FOR PUhl_Ii.-^GIRT-FAREL PROGRAM INPUT ECH " U0328H2JOBID H2 Pf: WID LEN H1 ----- BUII_DINIG SHAPE ° ----- - ---- 14.0 14.0 '. 1.3 15.0 (FEET) 30.0 40.0 WIDTH (:� C) � BAYS FRAME SPACINIG: iP-R1-.O--- ----------.-_- ------ 1 ;?c).000 2 E MAXF'lJf:l_I1� GIFT SPACING N0. GABLE ^T' GAE1.1: Ex WALL FURI_IN r GIFT : LEFT RIGHT SPACING ------------- ---- ----- - 5.0 Fs . SIDE : 0 0,0 0.0 F. :TIDE : 0 GIRT9 PURL-INI TYPE : GIRT BACK FRONT PURL.IN ZB Z7.R DEAD L.IvF WWINDR ROOF LOADst ---_ ---- p QSF) , 0.0 2.^•. 20.0: WIND LOAD WALL_ LOADS: PRESSURE SUCTION (PSF) ------- -------- 20.14 19.01 WALL PANEL LOADS: PRESSURE SUCTION (FSE) 20.74 20,74 PANEL HR UPLIFT AIIDLOAD_L - 19.0 N ,CaF 1_I:ESSURE SUCTION 0.00 19.01 ROOF PANEL LIMITS: pURLIN LIVE WINDDEFLECTION LIVE WILD GI1:1' ---- ---- ---- _ 100. 1 '0• 180. 120. 90. 0 fTOM L.EV',-L OF WALL PARTIAL WALLS:BACK ;tgC-f SIDE FRONT SIDE 0.00-- ---------- WA PAi." �k:k71Y'�$«%X�� %X n:�a�� i•�F�:rit�::,Y�XtY,t:k � �%��tat a"tfi"��:XtM�'1IM%"'l,: �N:��'t. ��;,YXt%kn<h'`�<�(tXtY<)it.°,t%KFC%Y'�Y%Y>X�k:%X%�C�<%r��'�'ddY� W E. D G C '0 R Xc 06P323 ESTIMArE/D SIGN/DRAFTIM6 SYSTEM 10—SEF-90 �c PAGE :' VERSION- 3 09212:14 Sc WEDGCOR STEEL CORPORATXONS �k ROOF N Ny Iqq s ((IyylES //PURL.Iy wGy DESIGU DATA PURL.IN TYPE........ = Z SECTION, BYPYSS MOUNT PURL IN SpAclAT) = 4.736 FEET PURL.IN SPACING (RT) _ 4.736 FEET LIVE LOAD.......... _ 20.000 PSF DEAD LOAD ....... <... - 2.200 PSF WINDUP COAD........ = 19.010 PSF ROOF SL.OPE......... - 1.000/12 DEFL. LIMIT QL)... = L/180.00 DEFL.. LIMIT (WL)... = L/120.00 MEMBER LAYOUT (FEET) SPAN SIZE CANT LEFT BAY StZF. CANT RIGHT LEFT LAP RIGHT LAP 1 6.:';.2.16 0.00 20.00 3.00 2 6.506 20.00 0.00 3.00 BOLT SHEARS (KIP) SPAN LEFT LAP RIGHT LAP 1 0.00 0.48 2 0.48 0.00 BOLT SHEAR NATIO (.5 D A307) ------------------- LEFT LAP RIGHT LAP '0.00 0.25 0.25 0.00 :X w E O 6 C O R U6P328 ESTIMATE/DESTON/DRAFTING SYSTEM PAGE 3 VERSION -3 09:12:14. �k WE DGCOR STEEL CORPORATIONS �X ROOF PURL.IN DESIGN REPORT ON 'DEAF +LIVE LOAD: MOMENTS (KIP -FT) ---------------- • SPAN LEFT LEFT MIA- AT - RIGHT RIGHT NO.* SUPPORT LAP SPAN X= LAP SUPPORT 1 0.00 2.74 7.22 -207 -5.82 2 -5.82 -2.27 2.74 12.78 0.00 SHEARS (KIP) ------------ SPAN LEFT LEFT RIGHT' RICHT NO. SUPPORT LAP LAP SUPPORT 1 0.76 -1.02 -1.34 2 1.34 1.02 -•0.76 BOLT SHEARS (KIP) SPAN LEFT LAP RIGHT LAP 1 0.00 0.48 2 0.48 0.00 BOLT SHEAR NATIO (.5 D A307) ------------------- LEFT LAP RIGHT LAP '0.00 0.25 0.25 0.00 yl�{r T,I�;TT�i 4Jl�l J Jly J 1 �1�yJ' Jr Jr J Ir J Jr . Jr J Jr •!r W Jr Jr Jr J J Jr Jr • Jr Jr Jr Jr Jr •V Jr 1 •lr Jr • Jr ♦ J J 4 .1�TM �4t int N•r.1Tl. �,nkh:�t$;.F'.,. ac air►. �X Xt ,,. Xc o<.I�.I. o.,�.n.c.ti<%isa:,,�.�.;Ca..:.a.�.;.:a.,�.�;wtit Xt Y,:;�.c..a..d7it�. /X��it ac��r oc �i.:�%S �tk�a.��c v W F. D G t. 0 R Ac USP 328 F.STIelATE/1:tESIGIll 1/13Rs'1''fING SYSTEM 10—SEP-90 � PA6E 4 VER yIONI -3 09212E 14 I. k WEL't(• COR STEEL Ct]i,F'ORA-ti0NS >X �X�Y��X�X�k�K�K>X�I�X:k�k�C�:�k:�%k��C.lt•�k�C��:��Y,yY>X:X�t:XY�./t�X��k%X�X��1:>��:Yr ��Xr�Y�>$�XYd>X�Y�YdM��k��%%X�%X�X>;:%X��t%X�t��X;Y>X�X ROOF PURLIN DESIGN BENDING BE1'*lDING ENDING 14AX REPORT ON DEALt+L1VF: !..()A).'(E MEMBER STRESSES I. MAX AL.LOIJ MA DE;)1GN BENDING BE1'*lDING ENDING 14AX SPAN PURL.Iit MOME'N'T 1..0C STRESS STRESS RAT 10 SHEAF: LOC NO. SIZE (KIS'—FT) --- (KSI) (KSI) (KIP) --- 1 6.521.6 —2.91 RTS —24.4 27.3 --0190 —1.0:1 RTL 2 6.57_16 .--2.91 L.TS —24.4 27.3 --0.90 1.02 L.TL MAX AI. L.014 MAX MAX SHEAR SI.1EAR SHEAR FIEND+ SP'ANI PURI -I14 STRESS STRESS RATIO S14E:AR I.00 NO. SI7.E (KSI) (K 1) RATIO --- 1 6.57..1.6 2.72 7 � 12 0.38 0.53 RTL. 2 6.5216 2.72 7.11 0.38 0.53 LTL I-------------------------------- I LTL.=L.EFT L.AP RTL--:—RfGHT -----•--------------------------- 1..AF I I I L.TS=LEFT I ----•------•-------------------------------------------------I SUP'P'ORT RTS:=I:IG1•IT SUPPORT M S =MID STAN I MEMBER DEFLECTIONS ------------------ SEAN ACTUAL DEFI_FC1 ION' (IidCHI_S) 1.11111' DEFL.F CTION (I(%ICHr-. S ) 1 0.89 1.33 2 0.85, 1.33 WEB CRIPPLING RATIO REARING WIItTH (114) SPAN 3 4 5 6 LEFT END 1.185 .1.0615 0.968 0.886 RIGHT END 1.185 1.065 0.96.8 0.886 ***'`' ~� ***********M��*~��**************************** * ^ W * E "' G C | R * ' U6P328 ESTIMATE/DEIGN/DRAFTINv SYST[K 10-SEp-9O * * PAGE 5 VERS ION- 3 09:12:14 ~ * WEDGCOR ST[EL CORPORATIONS - ROOF PURLIH DESIGN < cs J ` REPORT ON DFAD+WIH0UP LOAD: ---_-----------_--------_-- MOMEHTS (KIP-FT) ------------------ S PA N ---------_-----SPAN LEFT LEFT MlD- AT RIGHT RIGHT * NO. SUPPORT LAP SPAN %= LAP SUPPORT 1 O^OO -2^09 . 7^22 1,73 4^44 � 24,44 1^73 -2^09 12^78 0^00 , � SHEARS (KIP) ~ ` ------------ ' � SPAN LEFT LEFT RTGHT RIGH' ' . NO, SUPPORT LAP LAP SUPPORT 1 -0,58. 0^78 1^02 2 -1^02 -0^78 0^58 ' � BOLT SHEARS (KIP) BOLT SHEAR RA.I'(,5 D A307) ----_----__------ -_--------_----------_----_ SPAN LEFT LAP RIGHT LAP LEFT LAP RIGHT LAP �1 04-88 0~37 0^00 0^14 ' 2 0.37 0400 0.14 0.00 ! ` -. ` / 7. IC t qt/ Y,t ?,i �1 Jr.lr Jr J J Wr-IrW Jr Jr Jr W.rJr Ji JiJ WJ 1 �� %>;�K %K�� X X': 'd l'YYtY,t�:CrHml:•rYdd%".dx;:r ��T•a$t:,'c,,..,XtX<'I,t:�,,,.i,..:.Y,t��d%ti�•�t.,rd,,.;dXt:�CX<aYXt;tXt�$tXcY,tXK:cXCXtXtXt:Y Y,c'R.%'d X<J �k W F U6F'328 E.S'CIMA r /'fiWIGN/DRAFTIi` G SYSTEM 10—SEP-90X< PAGE 6 VERSION -3 09:12:14 * WED&COR STEEL EL CORPORATIONS � I�Xt�%�x�;*��:��:X��•X�.i��1��XiXc�%�k��X�:%K��K��X��Xt.r,��X�x;,Y,c;,t>X>RxzdXc%i >k:;c>X�X�%�X:Jc�� XCxrt�>X , ., ,XXt�d>!c:� ROOF PORLIN DESIGN REPORT ON 'f.EAD+WTNDUP LOAD: 1 MEMBER STRESSES --------------- MAX ALLOW MAX DESIGN RENDING BENDING BENDTNO MAX SPAN PURLIN MOMENT LOC STRESFi STRESS RATIO SWAR LOC NO. SIZE (KIP --FT) --- (KSW (KSI) (KIP) --- 1 6..=17.1.6 —2.09 MS —170 33.0 —•002 0.78 RTL 2 6.57.16 72.09 MS - —17.3 33.5 —0.52 —0.78 LTL MAX ALLOW MAX MAX' SHEAR SHEAR SHEAR BEND+ SPAN PURLIN STRESS STRESS RATIO SHEAR LOC NO. SIZE ( KSI) CKSI) RATIO --- 1 6.5216 2.07 9.49 0.22 0.17 RTL 2 I-----------=----------------------•-2--------------------•--- 6.57-16 2.07 9.49 0.22 0.17 LTL I L.TL= LEFT LAP RTL -RIGHT LAP I I I L.TS=LEFT I ----------------------------------------------------------I SUPPORT RTS=RIGHT SUPPORT MS=MID SPAN 1 MEMBER DEFLECTIONS ------------------- SPAN ACTUAL DEFLECTION (INCHES) LIMIT -DEFLECTION (INCHES) 1 —0.35 —2.00 2 —0.85 —2.00 �%�'4{%CXL,�Xi'XLhI'Y� eLiL �nY�l'� QAC,PyC,'J,C�"�"f,CXLhyh'L,��'t'htiYti%� ninLfiMXC%�XC:'iY,CXt hh�XC�P'%hY,CoCALXCXChLXL'Xi XC,AL`�Y,LitinXC�%CnC%��,;C%��P'4L:�Ll W F D 'G C 0 R K 06P328 E:STIMATE/DlSIGN/ DRAFTT.NG SYSTEM 10 -SEP -90 �.. .. PAGE 7 VERSION -3 09:12!15 k WEDGCOR STEEL. CORPORATIONS � SIDEWAUL GIRT DESIGN DESIGN DATA ------------ BUILDING SHAPE: WID LEN H] H2 PR PO (FEET) ----- ----- ---- ---- ---- ----- 30.0 40.0 14.0 14.0 1.3 15.0 • PARTIAL WALLS: ELEVATION (FEET) BACK FRONT 0.0 0.0 WALL GIRTS: TYPE BACK FRONT ZB JB GIRT SPACING: WALL LOCATION (FT) BACK 7.33 FRONT 7.33 BAY SIZES: t BLOCKS WIDTH (FT) TIMES 1 20.0 2 LOAD: WIND-- PRESSURE SUCTION (PSF) -------------- 20.74 19.01 DEFL. LIMIT: L./ 90 MEMDER SELECTIONS BOTH WALLS: BYPASS MOUNT GIRTS MEMBER LAYOUT (FEET) ---------------------- SPAN SIZE CANT LOT BAY :SIZE' CANT RIGHT 1 6.5716 0.00 20.00 2 6.57.16 20.00 0.00 LEFT LAP RIGHT LAP 3.00 3.00 1• 1 J• 1 J J• . J J• J• J• 1 J• . J • J• J• JJ J J• J J• N J• J J• • J 1 ��)��. ;<i; iP i,{h��C�M�'�i nC .p rr n{.:. r1�T�i,< ;C iCµr; .<�i•4Y�PfiYT nC rf i,��7�,.',1<r:.r,<r,:IC:�.�i;..L iT i�;[�;C•i,C �i i,<),<i�. h�yC)p 1• J 1 4 ilC i;;C }{, q%:{ 1 1 •4 J J• .0 ,nni,{i�{.5k :1{rP �iC %�)k )X U6P328 KSTIMATUDESIGN/DRAFTING SYSTEM 14-SEP190 %K ' PAGE 8 VERSION -•:3 09:12:15 WEDOCOR STEEL. CORPORATIONS %X SIDEWALK- GIST DESIGN �\ REPORT ON 'WIND 1 PRESSURE: MOMENTS (KIP -FT) ---------------- SPA1\1 LEFT LEFT MID- AT RIGHT RIGHT NO. SUPPORT LAP SPAN X= Li1P SUPPORT 1 0.00 3.79 7.22 -3.15 -8.06 2 -2.06 -3.15 3.79 12.78 0.00 SHEARS (KIP) SPAM! LEFT LEFT RIGHT RIGHT NO. SUPPORT LAP LAP SUPPORT 1 1.01*1 -1.42 -1.85 2 1.85 1.42 -1.05 BOLT SHEARS CKIP) BOLT SHEAR RATIM5 D A307) SPAN LEFT LAP RIGHT LAP LEFT LAE' EIGHT LAP 1 0.00 4.67 0.00 0.26 2 0.67 0.00 0.26 0.00 Ir • L J W Jr W • J Jr Jr J - Y • Ir • 4 I J Jr • 1 Jr . y J Jr W Jr J. L Jr Jr • I 1 Jr •!r • L J 1. J J Jr • 1 W L %j(%k%:%�CIC?;:%%XGk�a��%an`.6ra�n�X�•na'��%X•n�:FX::k.n.i.:,•%k�.a/CX<�dMa<MX<X<.s�•,�•�C•�X<•noan•Pa•�l<'1,tY�:.,..w•�'J,<�•X<n:;,. n: XC .dn.k� ;C;k.s:f�%,•�� W E D 6 C; 0 R * -U6P328 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SEP -90 * *PAGE 9 VERSION -3 09:12:1 T WEDGCOR STEEL. CORPORATIONS X< SIDEWALL GIRT DESIGN �Z REPORT ON WIND PRESSURE: MEMBER STRESSES --------------- Iv MEMBER DEFLECTIONS SPAN ACTUAL DEFLECTION (INCHES) LIMIT DEFL.ECT'ION (INCHES) 1 1.35 2.67 2 1.35 2.67 MAX ALLOW MAX DESIGN BENDING BENDING BENDING MAX SPAN GIRT MOMENT LOC STRESS STRESS RATIO SHEAR LOC NO. SIZE (KIP -FT) --- (KSI) (KSI) (KIP) --- 1 6.57_]6 -4.03 RTS -33.8 36.4 -0.93 -1.42 RTL 2 6.57..16 -4.03 LTS --33.8 36..4 -00:3 1.42 Lu MAX ALLOW MAX MAX SHEAR SHEAR SHEAR ,TEND+ SPAN GIRT STRESS STRESS RATIO SHEAR LOC NO. SIZE (KSI) (KSI) RATIO --- 1 6.5Z.16 3.77 9.49 O.4O 0.57 RTL 2 6. ;7.16 3.77 9.49 0.40 0.57 LTL I --------------------------•---------------------------------I I I.•TL--L.F..FT LAS' RTI -RIGHT LAP I I --------------•--•---------------7--------------------------I LTS=LEFT SUPPORT RTS=EIGHT SUPPORT MS=MID SPAN I MEMBER DEFLECTIONS SPAN ACTUAL DEFLECTION (INCHES) LIMIT DEFL.ECT'ION (INCHES) 1 1.35 2.67 2 1.35 2.67 :X �Ak."F,Xt�r� %tiXi� n�:At �n:•�itAt�aYkiAAYhtAiAt%2t ��:$tXti��At r•AM,�e:4t�lht%X�� A+� o{A�NA,•�ith•��T� ,SMAt�C�Aa�th�iih•M��%�A�,��n) :X W F" D G (: O R * U6P328 E1FfMAFE/DFSIGN/0RA TING SYSTEM 10—SE:P-90 � PAGE 10 VERSION -3 0901201 >lc WEDOCOR STEEL CORPORATIONS � ��:X:�:��ti��X"�:X:X%}.�c:X��K-X�:X��%%��%��%�ri��X c %X�dY,t�%�%�c�k��M�>X-�C�k;tX��XsX�X�c�%>;t��:X%��X:X�k'�i►>i<�:9c�>X>;c�c��X�>X;X�X�. STDEWALL GIRT DESIGN '3 REPORT ON WIND SUCTTON: LEFT RIGHT RIGHT LAP LAP SUPPORT 1.30 1.70 —1.30 0.96 BOLT SF1EAR RATIO (. 5 D A307) ---------------------------- RIGHT LAP LEFT LAP RIGHT LAP 0.62 0.00 0.24 0.00 0.24 0.00 MOMENTS (KIP—FT) ----------------- .SPAN LEFT LEFT NO. SUPPORT LAP 1 0.00 —3.47 2 7.39 2.89 SHEARS (KIP) SPAN .LEFT NO. SUPPORT 1 —0.96 2 --1.70 BOLT SHEARS (KIP) SPAN LEFT LAP 1 0.00 2 0.62 LEFT RIGHT RIGHT LAP LAP SUPPORT 1.30 1.70 —1.30 0.96 BOLT SF1EAR RATIO (. 5 D A307) ---------------------------- RIGHT LAP LEFT LAP RIGHT LAP 0.62 0.00 0.24 0.00 0.24 0.00 MID— AT RIGHT RIGHT SPAN X= LAP SUPPORT —3.47.- 7.22 2.39 7.39 —3.47 12.78 0.00 LEFT RIGHT RIGHT LAP LAP SUPPORT 1.30 1.70 —1.30 0.96 BOLT SF1EAR RATIO (. 5 D A307) ---------------------------- RIGHT LAP LEFT LAP RIGHT LAP 0.62 0.00 0.24 0.00 0.24 0.00 ��•�%t�Xt•1,t•1,t�"�a�Xt�••',«T%c;N:x'�"�%�;,1'>;tX<4°:KTX<X:X;':Xt ;::;<;tX<X:�X<X:X:X< �%X�%xX:X<%,t;�3t:tX<:KXtXt'��xX<��K1�X:Xt;�X<T�X:Xt�� Xt W F. D G C t7 R Xc. U6P328 E STIMA'I"E/aE. SIGN/DRAFTING SYSTEM 10 -SEP -90 Xc Xt PAGE 11 VERSION -3 09:12216 �X 4( WE.Df GOR SI'EEU CORPORATIONS � SIDEWALL GIRT DESIGN �4 REPORT ON WIND SUCTION: ----------------------- MEMBER STRESSES --------------- MAX ALLOW MAX DESIGN BENDING BENDING BENDING MAX SPAN GIRT MOMFNI LOC STRESS STRESS RATIO SHEAR LOC NO. SIZE (KIP -FT) --- (K51) (KSI) (KIP) --- 1 6:57.16 -3.47 MS -25.2 33.8 -•0,06 1.30 RTL 2 6.5216 -3.47 MS -29.2 33.8 •-0.86 -1.30 LTL MAX ALLOW MAX MAX SHEAR SHEAR SHEAR BEND+ SPAN GIRT STRESS STRESS RATIO SHEAR LOC NO. SIZE (KSI) (KSI) RATIO --- 1 6.57_16 3.45 9.49 0.36 0.48 RTL 2 .5.57-1.6 3.45 9.49 0.36 0.18 LTL I---------------------------------------------------------- I ---------------------------...---••-----------------------•---I LTL=L.FFT LAC' R rL=RIGHT LAP I I L.TS=L.EFT SUPPORT RTS =RIGHT SUPPORT ms =M1D SPAN I I---- ------------ ------------------ ------------------ ------I MEMBER DEFLECTIONS -------------- ACTUAL DEFLECTION ( INCHES) LIMIT DEFLECTION - (INCHES) 1 -1.24 -2.67 2 -1.24 -2.67 I /. J. JI J • 4 J. J. . J •l. J. J. 1. J. 1. J J J. J J J J � `'Y I •it Jt J J. •4 k+� •� 1. J >kXtaY`n%<i;e.Xt.;•/r X: %,C „c�itY,teYXt1CX,:.�XtXt;kXtXCXtXtn.n.X,./<.nX<fi•n�%�*o.;a.{Y,:��*�<ncX*�%��nt:l'Xt �l, n %tXt Pn %kms Xt%K��/.l, � %sY1� �•�:�� * W E D G c 0 R k �k U6P328 F..STIMA I•E/1:►E:> 0M/DRAiT mo SYSTEM 10 -SEP -95 PAGE 12 VERSION -3 09:12:16 K WEPOCOR STEEL_ t:ORPORATIONS � �Xc%kX«k�kW��K�C�:��%��k�X*��:;XX►%t,�*�K%��X>k��KX<Xc�Y,c�>kX<Xc��dX<>kX;Yc%►�kX►X►��%>k�k�:t>k��k�>k ;k�%XC�%� >k�kXt�:;dXt�>k%°�kXt _.._ ROOF AND WALE_. PANEL DESIGN (S DESIGN DATA LOADS: ROOF: DF_ADi 2.2PSF9 LIVE= 20.OPSF9 WIND UP" 19.OPSF WALE: WIND PRESSURE= 20.7PSF WIND SUCTION= 20.7PSFPP ROOF: PURLIN SPAC.= 4.7FT9 NO. OF SPANS= ; ROOF SLOPE= 1.01N 12 SIDEWALL.: 1 DIFFEREmr WALL. GIRT SPACINGS SPACING: WALL ID SPACES:FT. 2 7.33 6.67 PANEL GAGE: WALL= 26P ROOF= 26 PANEL TYPE..: HR o PANEL STRESS AND DEFLECTION --------------------------- MID SPAN SUPPORT ALLOW DEFLECTION LOAD MOM STRESS MOM STRESS STRESS ACTUAL LIMIT STATUS LOC. LOAD ON PAN F-t/F KSI F -*/F. K31- KS? IN IN ROOF DL.+LL 22.1 29.8 11.9 -49.8' 15.4 :36.0 0.129 4.316 OK ROOF 'DL+WL -16.7 -30.1 9.3 37.7' 11.3 48.0 -0097 0.474 OK WL 2 WL -PR 20.7 82..0 206 -129.9 40.2 48.0 0.592 0.973 OK WL 2 WL -SU 20.7 -82.0 25.4 129.9 38.9 48.0 -0.592 0.973 OK y 1 J !r J 1 Jr .y •1 J Ir Ir J J J Jr J 1 Jr •Ji Ir J •li Ji Ji ' Ji J- Ji •Jr Jr M Jr J Ir 1 y Ir ;�Xt :.;,t:; ,,<;Xlt ;.xk�}d�Jaat�t}a}a�%XX<�k�<Xtat.,<et.a.d),<Y,tr,.n.�C�:k��X�'.�•F�,a;,.:..Y,t.aXtacr,,,;•.,.�)%�;s�•��<'1,c�.,,<�);:'.,�h��%�c�hYt ;.�;�Y,t;�)`a W E: G C 0 R U6P328 ESTIMATE/DE:SIOM/ORAF•TING SYSTEM K • PAGE 1 VERSION -3 09:12:14; � WEDGCOR ,,PEEL CORPORATIONS �X ��C}is��%K}i'*��,'i;��t'r`��;�%t%�'it,'��)X�}X��%��•Ji��T�)i��},�%��)1�>X��it�'}X��.�)X��:;t��`��i(��}X:��%i� GENERAL ENDWALL DESIGN 77 INPUT ECHO: JOB ID: U6P328 ' BLDG SHAPE: W H1 H2 PR PO F'F' GP . EOL FOR 30.00 14.00 14.00 1.3- 15.0 6.5 6.5 0.0 0.0 EW FACTORS: NO WELD ONLY PANEL. DIFLECTION LIMIT EW LEFT RIGHT TYPE COL. RAF GIRT PANEL 2 N N HR Ifl, 1130 90 90 ENDWALL END FRAME GABLE STANDARD CONSTANT FRAMING: WALL. RECESS EXTEN. ENDBAY SPACING WALL. FIT. GIRT DEPTH LEFT 0.00 0.00 20.00 N. 0.0 N RIGHT 0.00 0.00 20.00 N 0.0 N ENDWALL NO OF BAY NO FLAY NO BAY No BAY NO BAY SIZES WALL. BLOCKS WIDTH TIMES WIDTH TIMES WIDTH .TIMES WIDTH TIMFS LEFT 3 7.00 1 1.6.00 1 7.00 1 RIGHT 3 7.00 1 16.00 1 7.00 1 MAX GIRT X PURLIN SPACING:ENDWALL LEFT END= 7::3:3 RIGHT END= 7.33 BACKSIDE L LFT EW = 7.33 RIGHT EW = 7.33 FRONTSIDE LEFT EW = 7.13 RIGHT EW = 7.33 ROOF- = 4.74 GIRT LOC. WALL NO. GIRTS GIRT LOCATION LEFT 1 7.33 RIGHT 1 7.33 LOADS: DEAD :_ 2.20 LIVE _ 20.00 PANEL: PRESSURE = 20.70 SUCTION = 20.70 GIRT.' PRESSURE = 20.70 SUCTION :_ 19.00 COLUMN: PRESSURE = 13.80 SUCTION = 12.10 RAFTER (BACK) : PRESSURE: = 0.00 SUCTION = 12.10 RAFTER (FRONT): PRESSURE = 0.00 SUCTION = 1:2.10 1.W E D G c 0 R it t.16P328 ESTIMATE/DESIGN/DRAFTING SYSTEM 1.0-S10-90 X %X PAGE 2 VERSION -3 09:12:1' %K WEDGCOR STEEL. CORPORATIONS � �K�;t� <%ItXt:K:�;X%KXt��t1�ti<n<%its:l,<�>XY,c'��K�a�cXt^;��d�c aXtYa��%XY�>XY,c'��t�cY,:�tkcYaY,tM�%c� st:K7K:;ca'tit%�Xt;t7K%X%X%X�;c�',c%KY,t7K��Xt%X�c�c ENDWAL1--=DESIGN -FOR L LEFT WALL- MEMBER INFORMATION: _.... _.. ------------------- <--------- WELDED ---•--•-•---•- C-SECTION - FLANGE WEB --------- LOCATION TYPE _LENGTH WIDTH THICK DEPTH THICK W&GHT SIZE RAFTER C 30.10 117 R%OSC14 R -CC C 1209 39 O.OSC16 COI --1 C li.38 41 8.OSC16 COL. -2 C 13.30; - 41 8.OSC16 L -CC C 12.79 39 8.OSC16 TOTA1..l1..R) _ 277 STRESS CHECK: ------------- MAX SHEAR MAX AXIAL LOC. 'TYPE LOAD F=ORCE S'TREBS ALLOW RATIO FORCE STRESS ALLOW RATIO KIP KSI KSI KIP KSI KSI RAFTER C DL.+LL 1.86- 3.15 7.60 0.11 0.00 0.00 16.87 0.00 RAFTER C DL.+WL 0.80 1.36 1.0.1.4 0.13 0.00 0.00 22.41 0.00 R -CC C DL+LL 0.00 0.00 4.67 0.00 0.22 0.24 13.29 0.02 COI. -1 C DL.+L L 0.00 0.00 4.67 0.00 3.26 :3.6:3 1:3.29. 0.27 COL -1 C DL.+L.L./2+WL 1.06 2.23 6.22 0.37 0.00 0.00 17.72 0.00 COL -2 C DL+LL 0.00 0.00 4.67 0.00 3.26 3.63 1:3.29 0.27 COL -2 C DL +L..L/2+WL 1.06 2.28 6.22 0.37 0.00 0.00 17.72 0.00 L -CC C DL.+LL 0.00 0.00 4.67 0.00 0.22 0.24 13.29 0.02 MAX BENDING PENDING WEB BEND COL MOMENT STRESS ALLOW RATIO +AXI.AL 'SHEAR NO FT -KIP KSI KSI RATIO RATIO RAFTER C DI -+LL 4.16 1.7.85 30.00 0o6o 0.60 0.52 RAFTER C Dl -+WL 1.79 7.67 40.00 0.19 0.19 0.17 R -CC C DL+LL 0.00 0.00 27.68 0.00 0.02 COL -1 C D1..+LL 0.00 0.00 27.68 0.00 0.27 COL -1 C DL+1-I../2+WL 3.55 20.65 36. X10 0.56 0.56 COU -2 C DL+LL 0.00 0.00 27.68 0.00 0.27 COL -2 C DL.+LL/2+WL 3. SO 20.65 36.90 0.56 0.56 L -CC C DL+LL 0.00 0.00 27.68 0.00 0.02 0 C O R U6P328 F.STTMATE/DFSTGN/DRAFTING SYSTEM 1.0 -SEP -90 � PAGE. 3 VERSION -3 09:12:19 �X }1c WED5COR STEEL CORPORATIONS �:kM"':(tX;•°F%k�n��rhC�E�C�XChY}kY,C%T'C��X�%ki%�X*XC�d.'X��d%��<%��%�X�X<X<X<'�i��X<o{�C�<�%i k��XCXC�X�%r�X<X<%d�XC'�n��%��CKX<k�X<%��%K ENDWALL DESIGN FOR LEFT WALL. 1 g MEMBER DEFLECTIONS: _ ------------------- MEMBER f. EFLE.CTIONS (IN ) ACTUAL LIMIT RAFTER 0.34 1.07 COL. -1 0.45 0.8? COLS -2 0.45 0.89 COLUMN REACTIONS: COLUMN DL+LL. DL+Wl- H V H V R -CC 0.00 0.2' 0.31 -0.10 COL -1 0.00 3.26 1.06 -1.47 COL -2 0.00 3.26 1.06 -1.47 L -CC 0.00 0.22 0.31 -0.10 INFORMATION FOR RAFTER SPLICES ------------------------------ ENDWALL COLUMN NO. 1 2 RAF MOM @COI- (F -K) 4.2 4.2 INFL PTS: LT OF COI.. (FT) 5.1 2.7. INFL PTS: RT OF COL. (FT) 2.7 5.1 MOM @CENTF_R-L.TNE (F -K) 3.27 REPORT ON WEAK AXIS 2ENDING QOA0-0L+LL/2+WL) C0L. PURL.TN DIST LOAD ti0M 1D BENDING STRESS ALLOWABLE STRESS N0, QT. RT. ON RAF RAFTER WK AX MAJOR STRESS RATIO (FEET) (FEET) (KIP) (FT -K) (KSI) (KSI) (KSI) C0Q..-1 2.31 2.22 1.06 0.87 15.37 0.02 40.00 0.38 COL -2 2.22 2.51 1.06 0.87 15.37 0.02 40.00 0.38 J Ir •1 1 Ir 1 JrJ Jr •Ir 1 J Jr IJrJr 1 •/,• Jr J iLJrJ \i!rJ[�LIC/� /r•�>;CXC �l/�/IC$C�C, 7�nlL�'L�rr'Lq•h•�rl{�'R.iY•`� �..�'.�Ci�:,C�:}i:{{i, i,<%[iti,.i�{�ii.',Liii,i,{ ;LMH.�4L�+�1',{nCiPAi[M r � �k�i:{ �LrPir��'� a�A��b r•. 1 c W I: D G c O R L .Ic USP328 k.STIi°iArE/DESIGN/DRAFriNG SYSTEM 10 -SEP -90 � PAGE 4 VERSION -3 09:12:21. WEDGCOR STEEL CORPORATIONS � ENDWAL.L DESIGN FOR RIGHT WAIL lel MEMBER INFORMATION: .::--•------- WELDED ---------::- C -SECTION FLANGE WEB LOCATION TYPE LENGTH WIDTH THICK DEPTH THICK WEIGHT SIZE RAFTCR C 30.10 117 IIOSC14 R -CC C 12.7;' 39 8.OSC16 COL -1 C 11.38 41 8.0SC16 COL. -2 C 13.38 41 8.OSC16 L -CC C 1.2.79 39 8.0SC16 TOTAL(LB) = 277 STRESS CHECK: ------------- MAX SHEAR MAX AXIAL LOC. TYPE LOAD FORCE STRISS ALLOW RATIO FORCE STRESS ALLOW RATIO KIP KSI KSI KIP KSI KSI RAFTER C DL.+LL 1.86 3.15 7.60 0.41 0.00 0.00 16.87 0.00 RAFTER C DI.+WL. 0.80 1.36 10.14 0.13 0.00 0.00 22.49 0.00 R -CC C DL+LL 0.00 0.00 4.67 0.00 0.22 0.2.4 13.29 0.02 COL -1 C DI.+LL 0.00 0.00 V67 0.00 3.26 3.63 1:3.29 0.27 COL -1 r DL.+LL/2+WL 1.06 2..28 6.22 0.:37 0.00 0.00 17.72 0.00 COL. -2 C DI_+LL. 0.00 0.00 4.67 0.00 3w26 3.63 13.2T 0.27 COL --2 C DI..+LI./2+WL 1.06 2.28 6.22 0.:37 6.00 0.00 17.72 0.06 L -CC C DL+LL 0.00 0.00 4.67 0.00 6.22 0.24 1:3.29 0.02' MAX BENDING BENDING WEB BEND COL MOMENT STRESS ALLOW kATIO +AXIAL +SHEAR NO FT -KIP KSI KSI - RATIO RATIO RAFTER C DL+L.L. 4.16 17.85 30.00 0.60 0.60 0.52 RAFTER C (;►I..+WL 1.79 7.67 40.00 0.19 0.19 0.17 R -CC G DL.+L.I- 0.00 0.00 27.68 0.00 0.02 COL -1. C DL.+LL 0.00 0.00 27.68 0.60 0.27 COL -1 C DL+LL/2+WL. 3.55 20.65 36.90 0.56 0.56 COL72 C DL+LL 0.00 0.00 27.68 0.00 0.27 COL. -2 C DI.+LL./2+WI_ 3.55 20.65 :36.90 0.56 0.56 L -CC, r DL+LL 0.00 0.00 27.68 0.00 0.02 W D G C it R U6P328 ESTIMATE/DESIGN/DRAFTING SYSTE11 10 -SEF' -90 K Y" PAGE. 5 VERSION -3 09:12:21 >X �k WEDGCOR STEEL. CORPONATIONS ENDWALL DESIGN FOR RIGHT WALL ----------------- 777 MEMBER DEFLECTIONS: -.._ _.. ------------------- MEMBER DE FLECT IONS (I N ) ACTUAL LIMIT RAFTER 0.34 1,07 COL -1 0.45 0.89 COL -2 0.45 0.89 COLUMN REACTIONS: COLUMN DL+LL 1 DL+WI. RAF MOM @COL (F -K) H V H V R -CC 0.00 0.22 0.31 -0.10 COL -1 0.00 3.26 1.06 -1.47 COL -2 0.00 3.26 1.06 -1.4.7 LAC 0.00 0.22 0.31 -0.10 INFORMATION FOR RAFTER SPLICES ENDWALL COLUMN NO. 1 2 RAF MOM @COL (F -K) 4.2 4.2 INFL. FTS: LT OF COL.. QV 5.1 ' 2.7 INFL_ PTS: RT OF COL. (FT) 2.7.. 5.1 MOM @CENTER -LINE (F -K) 3.27 (KIP) REPORT ON WEAK AXIS BENDING (LOAD=til_+L_L/2+WL) C01.. PURLTN DIST LOAI1 MOM ID BENDING STRESS; ALL.OWl1231.E STRESS NO. LT. RT. ON RAF RAFTER Wig AX MAJOR STRESS RATIO (FEET) (FEET) (KIP) (FT -Ki (KSI) (KSI) (KSI) COL_ -1 2.51 2.22 1.06 0.87 15.37 0.02 40.00 .0.38 C01_.-2 2.22 2.51 1.06 0.87 15.37 0.02' 40.00 0.38 1 1..j 4 •1 •1 Ji J 1. • 1 JJi •f JJ1 • J •1JJ. J. •4 .1' J J J �K:;c�k:X�c�c ;cm.l<�:��"f��lc•, �,•�c�..Kti<x�c�,Xx;;c��•�.�:� ..y<�i�.�c��>X%;,,:�.;.,, ��k��X1��cX��.��k�z«Xc*•�k�:�%e��%, GIRT J li J �K�.��:�c� BENDING STRESS t W E U G f: C1 R = SUCTION X U6P328 ACTUAL ALLOW EST.l"iiArE/DESIGN/DhFI'r TING SYSTEM ALLOW 1.0 -SEF -90 ' PAGE 5.91 -6 5.43 VERSION -3 =` 09:1::23 ,X 36.46 40.00 33.47 33.81 WEDOCOR STEEL. CORPORATIONS 67.16 %X 40.00 5.43 33.81 33.81 ENDWlll.t-.-GIRT .y _DES.I'GN ENDWALL GIRT LOCATAN. ---------------------- GIRTH AVG. WALL :;AY NO. LOCATIOO =; HITE 1 1 1 7.33_ 14.3 1 2 1 7.33 '� 14.6 1 3 1 7.33 14.3 GIRT _ AVG. WALL BAY NO. LOCATION HITE 3 1 1 7.33 14.3 3 2 1 7.33 14.6 3 3 1 7.33 14.3 MEMBER SELECTION FOR LEFT WALL: BAY GIRT BENDING STRESS t D G PRESSURE SUCTION SUCTION (IN) ACTUAL ALLOW ACTUAL ALLOW 1 6Z16 5.91 40.00 5.43 33.81 2 6216 36.46 40.00 33.47 33.81 3 67.16 5.91 40.00 5.43 33.81 MEMBER SELECTION FOR RIGHT MALL: BAT GIRT BENDING STRESS # D G PRESSURE SUCTION (IN) ACTUAL ALLOW ACTUAL. ALLOW 1 67.16 5.91 40.00 5.43 33.81 2 6Z16 36.46 40.00 33.47 33.81 3 6216 5.91 40.00 5.43 33.81 DEFLECTION PRESSURE SUCTION ALLOW 0.04 -0.03 0.93 1.32 -1.21 2.13 0.04 10..03 0.93 DEFLECTION PRESSURE SUCTION ALLOW 0.04 0.03 0.93 1.32 -1..21 2.13 0.04 -0.03 0.93 f XcX«K>ti>K%9:%;:%K7K%�c:}:%K�csc%K:;c�Y:►%KxiK:K�:�X%K:K;�1�;�%K %k %Y:%�>X��°<�°�:KY;cYd%;>:i>�<>X��k�k:K>K%ic>i:.%K>K%i�:K'm;YY�;,I•�;Y,<�3c�Y,cK:;Y��Y�:kY�:�%K W E D G is U R ' U6P328 ESTIMATE/DESIGN/DRAFTING SYSTEM 10—SEF'-90 Xc Xc FAKE 7 VERSION -3 09:12:23 %K WEDGCOR STEEL CORPORATIONS %X X<�KXc�k:Kc%��k�K�Xt%KYC�>K>KX<n X<X<X<•X�%�%KX<J�XC'•"��%k%� X<k�1:Y�c'�tXt:��X<X<YnXC%KY�XcY�n''►X►X�%KX<XtX<k'��X�%S�'a%KYd:P:X<1�:'�%K;k1��%kXc�c?K� STRESS ENDWALL PANEL I►ESIGN: 2� DESIGN DATA ACTUAL LIMIT ------------ LOADS: WALL: WIND PRESSURE= 20.7PSF WIND SUCTION= 20.7PSF LOAD ENDWALL.: 2 DIFFERENT WALL GIRT SPACINGS KSI F -•4/F ISI KSI SPACING: WALL ID SPACFSyFT. 1 7.33 7.25 WL -PR 3 7.33 7.25 23.3 PANEL GAGE: WALL= 26Y ROOF- 26 18.0 PANEL TYPE: HR 0.978 OK PANEL STRESS AND DEFLECTION MID SPAN SUPPORT ALLOW DFFLECTION LOAD MOM STRESS MOM STRESS STRESS ACTUAL LIMIT STATUS LOC. LOAD ON PAN F—O/F KSI F -•4/F ISI KSI IN IN WL 1 WL -PR 20.7 78.7 23.3 •-133.1 42.7 18.0 0.516 0.978 OK WL 1 WL -SU 20.7 —78.7 24.3 13881 41.3 48.0 —0.546 0.978 OK WL 3 WL—PR 20.7 78.7 23..E —138.1 42.7 48.0 0.546 0,978 OK WL 3 WL—SLI 20.7 —78.7 24.3 138.1 41.3 48.0 —0.546 0.978 OK W E D G C G R XC U6P328 41 ESTIMATE/J1i::SIGN/ORnFTING SYSTEM 10—SEF'"-90 Xc & PAGE 7 VERSION -•3 09:13:14 X< WEDGCOR STEEL CORPORATIONS Xt �fcX<��***�k�c�c�%fc�C>K:�xcac%KY,c�:Xc��c;kXc�xcy?:�c�:�c>K.":c�}:Xc�K�i:�cxcXc:�>XY;c��lcrn�cXc�lcn'".xc:d>X��c�c>}: c�c�lc�cyk�lc;;c�cT :'%�cXt%K%ic,xT�Jc F R A M E G E O M E T R Y D A T A FRAME TYPE....:RF' (Ammetribal) WIDTH.........: 30.00 FT., BAY SPACING...: 20.00 FT. LEFT F.AVE HEIGHT....: 14.0000 FT. RIGHT EAVF HEIGHT...: 11.0000 FT. LEFT ROOF SLOPE.....:,. 1.0000 TN/FT. RIGHT ROOF SLOPE....: 1-0000 I1./F1' . PEAK DIST. FROM LEFT! 15.0000 FT. RIGHT COL. BASE DISP: 0.0000 FT. USED AT FRAME LIMES : 2 1 -, ------------------------------------------------------------------------------- GIRT AND PURLIN DATA -----> : LEFT SIDE RIGHT :TIDE -------------------- --------- GIRT PROJECTION (TN) --------- -------:> : 6.500 6.500 .GIRT SPACINGS (FT) ------------------ >: 7.333SL. 7.333)L PURLIN PROJECTION (IN) -----------•--> : 6*500 6.500 HORIZONTAL PURLTN SPACINGS (FT) ---->: 3@ 4.736 30 4.736 1@ 0.792 1@ 0.792 FLANGE BRACING AT PURLIN LOCATIONS: LEFT SIDE: IBL. 3PL RIGHT SIDE: 18L 3BL NOTE: FOLLOWING ARE NOMENCLATURE USED TO INDICATE.. PURLIN/ GIRT BRACING. S =ONE SIDE FB 8 :=BOTH SIDE_ FB L =1.5 X 1.5 X 11GaNe Ansle H =2.5 X.2.5 X 3/16 Angle G =BRACED BY GIRT * =INADEQUATE FB -------------------------------------------------•----------------------------- MISC. DESIGN DATA: NUMBER OF CYCLES....: 6 ------------------ MAX. BENDING RATIO..: 0.93 MAX. S"F.AR RATIO....: 0.58 HORZ. DFFL. RATIO...: 60 VERT. DE L. RATIO...: 323 VERTICAL CLEARANCE AT LEFT KNEE 12.62 FT VERTICAL CLEARANCE AT RIGHT KNEE= 12.62 FT HORIZONTAL CLEARANCE AT KNEE...._ 27.25 FT VERTICAL CLEARANCE AT PEAK ......= 13.76 FT -----------------------------•-------------------------------------------------- FRAME WEIGHT SUMMARY: --------------------- KAFTERS.............: 298.77 LBS. EXTERIOR COLUMNS....: 266.50 LBS. INTERIOR COLUMNS....: 0.00 LBS. TOTAL FRAME.........: :65.27 LBS. FLANGE BRACES.......: 39.37 LBS. CONNECTION PLATES...: 97.66 LBS. CONNECTION BOLTS....: 13.72 LBS. GRAND TOTAL ...>....: 716.22 LBS. hiT�NT T/1?•/f•TTT?•�M�TH•�m!i��T T�. �•7•T i�{T.Tx�rt�iYTT TT T%�•�•T .7. •T•),t i� .��TiC :�H••7+�%',{%i� nTxT T��TTT?it ;C }; •hi':P ;i 06P328 41 ESTIMATE/DESIGN/DRAFTING SYSTEM 10—SEF'-90 K PAGE 2 VERSION -3 09:13K4 X� STEEL ORPORATION CORPORATIONS WEIyy�GLLCppOR/1 ll //1yy 11 YI I pp. yy Ir y1�4 T•1�MT•P�?T•T��hNM�T•P %�TkN •1 MAt AN!r A�•NT/lh•A�N•T+A•�NA�T T•�•l•PMT��T�,P ,��A`�•��T�M1�T �i M •P� T�ht�T yyX T,P F R A M E L 0 A D I N G D A T A BUIL.DIA CODE :1585 URC USE ;ATEG(]RY.. i LIVE LOAO.....1 16.00 PSF WIND LOAD.....: 14.00 PSF DEAD LOAD.....: 2.20 PSF COLI.. LOAD....: 0100 PSF �c NOTE *0 ROOF UNIFORM KOADS MULTIPLIED BY 1.25 DUE TO TWO BAY CONDITION. EXPOSURE............. :C SEISMIC ZONE........: 3 , WING VELOCITY.......: 75.00 MPH WIND COEFFICIENTS: ------------------- WIND FROM L.F:FT 4 Ci = 0.8000 C2= —00000 C3= —0.7000 C4= —0.5000 WIND FROM RIGHT: C1= 0.8000 C2- •-0.7000 C3= —0.7000 C4= —0.5000 LOAD COMBINATIONS: ------------------ COMB # 1-- 1.00 X(DL+ LL) COMB * 2--? 1.00 X(DL+ WLL) COMB 0 3--:> 1.00 X(DL+ SEIL ) COMB 4 4--? 1.00 X(DL+ SEIR) U6P328 41 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SEF' -90 PAGE 3 VERSION -3 09:1344 14 �yryyyy,,//..yyrr''.{yr.y./ Lys �r y1y I 11�,y1r /.WEDyGC:OR/aySTEEL {r .COyRPJORATyaIyONySy ./ yy y /,jjaw yyIyy*y MrA•A'OMTA hTTT�N�h •P�ni 'T d`rP �+1ZT A�T�i ,T�i`H•�T ��%i'AlMT��T�A %�7K hr %r�� h\•I•h�i P J�T/J•h{�T'�rP M1*�i GPM �•1 Ir• n1 A�TP rP rl D E S I G N S U M M A R Y MAJOR DEPTHS AND LOCATIONS: (DEPTHS ARE IN INCHES.) ) ---------------------------- I---------- I- --------- I-------•---•I----------I I, COL ;:SASE I COL KNEE I RAF KNEE I PEAK I I---------- I ---------- I --- I I * LEFT SIDE -->1 9.63 1 9.63 1 11.00 1 11.00 1 RIGHT SIDE ----> 1 9.63 1 9.63 1 11.00 1 I ----------- I ---------- I ---------- I ----------I PINCH LOCATIONS AND DEPTHS: (DIST. ARE MEASURED FROM STEEL LINE) --------------------------- 1--------I--------1--------I--------I-------•-1---------I--------I--------I I DIST. I DEP'T'H I KIST. I DEPTH I DIST. 1 DEPTH I DIST. I DEPTH I I (FT.) I (IN.) I (FT.) 1 (IN.) I (FT.) I (IN.) I (FT..) I (IN.) I LEFT--> STRAIGHT RAFTER (NO PINCHES) I--I--------I--------I--------1-------•-I--------I--------I--------I RIGHT-:> STRAIGHT RAFTER (NO PINCHES) II -------- I ----- --1--------I--------I---------I--------I--------I RAFTER SPLICE_ LOCATIONS: (DIST. ARE MEASURED FROM STEEL LINE) ----------------- I DIST. I DIST, I DIST:'I DIST. I DIST. I DIST. I DIST. I DIST. I I (FT.) I (FT.) I AFT.) 1 (FT.) I (FT.) I (FT.) I (FT.) I (IT.) 1 i -------- I -------- I -------- I -------- I -------- t I I 1 LEFT--> 15.00 1 I-------- I - 1--------I--------I--------1--------I--------I--------1 W F D G 'C 0 R * 06P328 41 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SEF' -90 T PAGE 4 VERSION --3 09:13:15 9< WCDGCOR STEEL CORPORATIONS %k D -E -S -I-6 N --S-0 -M -M `A -R _Y SECTION LENGTH -DEPTHS (IN)- OUTER FLANGE WEB INNER FLANGE NAME (FT) START -ENA (IN) (IN) (IN) LEFT SIDE CORNER WEB T.HICKMESS=0.1790 EXT. COLUMN---:: ----------- BLlA 5.00 9.63 9.63 5.0000 X0.1875 0.110 5.0000 }:0.1875 BL1B 7.62 9.63 9.63 5.001)0 X0.1875 0.1120 5.0000 X0.1875 <<<<<< KNEE CONNECTION AT THE END OF THIS SECTION >>>>V: - RAFTER BEAM --- > I_P1A 5.00 1.1.00 11.00 5.0000 X0.1075 0.1120 5.0000 X.0.1875 LPlB 8.75 11.00 11.00 5.0000 X0.1875 0.1120 5.0000 X0.1875 ..,,.: PEAK CONNECTION AT THE END OF THIS SECTION >>>>>>' RIGHT SIDE CORNER WEB THICKNE.SS=0.1790 EXT. COLUMN --- > ----------- BR1A 5.00 9.63 9.63 5.0000 X.0.1875 0.1120 5.0000 X5.1175 BRiB 7.62 9.63 9.63 5.0000 X4.1875 0.1120 5.0000 X0.1875 ,<<<: KNEE CONNECTION AT THE END OF THIS SECTION >>>>>> RAFTER BEAM-- RP1A 5.00 11.00 11.00 5.0000 X0.1875 0.1120 5.0000 X0.1875 RPiB 8.75 11.00 11.00 5.0000 X0.1875 0.1120 5.0000 X0.1375 i t PEAK CONNF.:CTION AT THE END OF THIS SECTION > r••>'> >> FRAME GEOMETRY: LEFT' EH= 14.000 FT. LEFT R>: 1.000/12 RIGHT EH= 11.000 FT, RIGHT RS: 1.000/12 DISTANCE TO PEAK FROM LEFT SIIiE: 15.000 FT. L--------------P---•-----------R 1 30.0 1 B B FRAME LINES : 0 * W E 0 G C d R * _ U6P328 *1 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SEP -90 * * PAGE. 5 - VERSION -3 09:13:15 * * WEDGCOR STEEL. CORPORATIONS U F_ S I G N S U M M A R Y (CONTINUED) --- FORCES --- - -- ALLOWABLE:S STRESS RATIOS *COMBINED SECTION BENDING* -- BENDING -- *--BFNDlNG--*}SENDING+AY.IAL NAME AXIAL_ MOMENT* AXIAL OUTER INNER *AXIAL OUTER INNER*RAT.IO LOAD DIST. (KIPS) (K-FT)*c (KST) (KSI) (KSI) * * CASE (FT) ----------- i ---------------------------------------------------------------- - BL1A 4.87 17.62 * 40.00 38.93 40.00 * 0.04 0,51 0,49% 0.54 2 5.00 BL1B 4.95 31.54 * 40.00 18.44 40.00 * 0.04 0.92 0.39* 0.93 2 12.62 LF'1A 0.85 30.31 * 40.00 40.00 40.00 * 0.01 0.73 0.73* 0.73 2 0.00 LPIB -1.63 22.35 * 20.20 30.00 30.00 * 0.02 0.72 0.70*.0.73 1 13.75 BR1A -7.07 -8.18 * 17.83 30.00 27.20 * 0.13 0.23 0.28* 0.41 1 5.00 BRiB -6.93 -20.65 * 19.41 30.00 29*80 * 0.08 0.69 0.78* 0.86 1 12.62 RPIA -2.16 -19.21 * 20.76 30.00 30.00 * 0.02 0.59 0.61* 0.64 1 0.00 RPIB -1.63 22.350 2000 3000 30.00 * 0.02 0.12 0.70* 0.73 1 13.75 SHEAR SHEAR SHEAR LOAD SECTION FORCES ALLOWABLE STRESS CASE DIST. NAME (.KIPS) (KIPS) ---------------=------------ RATIO (FT) -------------------- BL1A 4.20 .16.10 0.26 2 0.00 BL'1B 2.85 16.13 0.18 2 5.00 LP1A 6.20 1.0.62 0058 1 0.00 LP1B 3.89 10.62. 0.37 1 5.00 BR1A 1.64 12.14 0.13 1 0.00 BRIB 1.64 12.14 0.13 1 5.00 RP1A -6.20 1.0.62 0.58 1 0.00 RPIB ----------------------------------------------- -3.89 10.62 0.37 1 5.00 0 ��1��X��c:K��1�%<�<��X�1�XtX�%�X��r�ti�:n"�'k%<'mY�`K%x:X��X$(�c�'��K�K��Mk��4:i'x%X �`��:K;;<X��•1.c��X�';:�:'1,c�K�K�K%Z�X�cX��I�K%X W E D G c 0 R * U6P328 #1 ESTIMATE./DESTGN/DRAFTING SYSTEM 10 -SEF' -90 *''PAGE 6 VERSION -3 09213:16 * ;X WEDGCOR STEEL CORPORATIONS � SECTION PROPERTIES ------------------------------------------------------------------------------- MINOR MEMBER WEB AREA MOMENT SECTION MODULUS RADIUS OF GYRATION SECTION CORD DEPTH OF --------•----•----- --•--------------------- NAME $ INERTIA OUTER INNER RX RY RTO RTI POINT ------------------------------------------------------------------------------- (FT) (IN) (IN -2) (7N-4) (IN -3) (IN -3) (IN) (11) CIN) (IN) BL1A 1 0.00 9.63 2.95 53.46 10.61: 10.69 4.25 1.15 1.32 1,32 BL1A 2 0.83 9.63 2,95 53,46 10.69 10.69 4.25 1.15 1.32 1.32 BL1A 3 2.50 9.63 2.95 53.46 10.,.59 10.69 4.25 1.15 1.32 1.32 BL1A 4 4.17 9.63 2.95 53.46 10.69 10.69 4,25. 1.15 1.32 1.32 BLIA 5 5.00 9.63 2.95 53.46 10.69 10.69 4.25 1.15 1.32 1.32 BL1B 1 5.00 9.63 2.95 53.46 10.69 10.69 4.25 1.15 1.32 1.32 BL1B 2 5.95 9.63 2.95 53.46 10.69 1.0.69 4.25 1.15 1.32 1.32 BLIB 3 7.86 9.63 2.95 53.46 10.69 10.69 4.25 1.15 1.32 1.32 BLIB 4 9.76 9.63 2.95 53.46 10.69 10.69 4.25 1.15 1.32 1.32 BLIB 5 11.67 9.61 2.95 53.46 10.69 16.69 4.25 1.15 1.32 1.32 BLlR 6 12.62 9.63 2.95 53.46 10.69 10.69 .4.25 1.15 1.32 1.32 LP1A 1 0.00 11.00 3.11 71.10 12.50 12.50 4.78 1.12 1.31 1.31 LPiA 2 0.83 11.00 3.11 71.10 12.50 12.50 4.78 1.12 1.31 1.31 LP1A 3 2.50 1.1.00 3.11 71..10 12.50 12.50 4.78 1.12 1.31 1.31 LP1A 4 4.17 11..00 3.11 71.10 12.50 12.50 4.73 1.12 1.31 1.31 LP1A 5 5.00 11.00 3.11 7.1.10 12.50 12.50 4.78 1.12 1.31 1.31 ;LPiB 1 5.00 1.1.00 3.11 71.10 12.50 12*50 408 1.12 1.31 1.31 LPiB 2 5.88 11.00 3.11 71.10 12.50 12.50 4.78 1.12 1.31 1.31 LP1.B 3 7.63 11.00 3.11 71.10 12.50 12,50 4.78 1.12 1..31 1.31 LPiB 4 9.38 11.00 3.11 71.10 12.50 12.50 4.78 1.12 1.31 1.31 LPiB 5 11.1.3 11.00 3.11 71.10 12.50 1.2,50 4.78 1.12 1.31 1.31 LPiB 6 12.88 11.00 3.11 71.10 12.50 12.50 4.78 1.12 1.31 1.31 :LPiB 7 13.75 11.00 3,11 71.10 12.50 12.50 4.7E 1.12. 1..31 1.31 �X w E D G C. O R �X 116P328 01 ESTTMA1*E/DE:SIGN/DRAFTING SYSTEM 10—SEP.-?O PAGE 7 VFRSION-3 09:13216 %X Xc WEDGCOR STEEL CORPORATIONS � D E F L E C T 1 0 N S AND C L E A R A 14 C E S ------------------- --------HORIZONTAL. ------ --::> VERT'ICAL. LOADING LEFT RIGHT AT CONDITION 'KNEE KNEE PEAK (IN) (IN) (IN) -------------------------------------------------------------••----.----- DL —0.01 (EH/9999) 0.01 (EH/9999) •-0.18 (SPAN/1984 ) LL —0.09 (EH/ 1892) 0.09 (Ell/1891) -• 1 . 1 ] (SPAN/ 3 '.3 ) WLL 2.82 (EH/ 60) 2,68 ( EN/ 63) 0.86 (SPAM/ 420 ) WLR —2.68 (EH/ 63) —2.82 (FH/ 60) 0.86 (SPAN/ 420) SEIL 0.21 (FH/ 794) 4.21 (EH/ 794) 0.00 (SEAN/ 0) SEIR —0.21 (EH/ 794) —0.21 (Eli/ 794) 0.00 (SPAN/ 0) ----------------------------------------------------------------------- VERTICAL CLEARANCE AT LEFT KNEE. = 12.62 FT VERTICAL CLEARANCE AT RIGHT KNEE - 12.6; FT HORIZONTAL CLEARANCE AT KNEE = 27.7.5 FT VERTICAL CLEARANCE AT PEAK = 13.76 FT zczc�Xzc��kzc��K wz{'T� �zczc%Xx�zcTzcxzc�zc'�.��'FX:"�Xcztz::KX<%��1��y��X��:�ck�z<�kc�zc:��z��zczc�czc�czczczcrc>��zc'�c�Eczc�k W E D G C -0 R 06P32S *1 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SEF -90 zc %K FADE 8 VERSION -3 09213:16 �K * WEDGCOR STEEL CORPORATIONS z< zc*��Xz<��czc��c****zC�zc�czc*��k�>i;%KzC�K�K�Czc�c�XzCXczCXcz:zc�X��cXc��%��X�X�kzc�:�k�c�KzC�zc�k�Czc�zc�X w�czc�%��Y�c�Kzc�:��czC F R A M E R E A C T I 0 N S ?jam LEFT EH= 1.4.060 FT. LEFT RS:. 1.000/12 RIGHT EH= 14.000 FT. RIGHT RS: 1.000/12 DISTANCE TO PEAK FROM LEFT SIDE: 15.000 FT. L-------------- P---- ---------- R I 1 •: 1 30.0 I I I HL I I- HR ---. • B B< --- I I I I VL VR FRAME LINES : 2 I BUILDING I COLUMN REACTIONS (KIPS) I I LOADS I -------•------------------------ I I I HL I VI_ I HR I VR I I------------I-------1-------I-------I=------I I DL 1 0.43 1 1.13 l 0.23 1 1.13 1 I LL 1 1.41 1 6.00 Q 1.41 1 6.00 1 I WLL 1 -4.42 1 -5.93 1 1.69 1 -2.89 1 1 WLR 1 1469 1 -2.89 1 -4.42 1 -5.93 1 I SEIL 1 -0.16 1 -0.13 I 0.16 1 0.13 1 I SEIR 1 0.16 1 0.13 1 -0,16 1•-0.13 1 1 COMB 4 1 1 1.64 1 .7.13 1 1.64 1 7.13 1 1 COMB * 2 1 -4.20 1 -4.81 1 1..92 I'-1.76 1 ---------------------------------------------- LOAD COMBINATIONS: ------------------- COMB I 1--f 1.00 Y. (DL+ LL) COMB f 2--> 1.00 X (DL+ WLL ) -------------------------------------------------------- ••-------------------- BASE PLATE SUMMARY: L.COL: 5.00X10.00X3/8' ( 2)3/4' R.COL: 5.00)(10.00X3/8' ( 20/4' -------=---------------------------------------------------------------------- NOTES: 1. The Positive -directions farthe frame column reactions are Horizontal - inward direction t& the buildins. Vertical - upward direction. 2. Forces on foundation will act in the opposite direction to the direction of the columnreact.ions. W H° 0 G C 0 R * U6P328 01 ESTIMATE/DESIGN/DRAFTING SYSTEM 10 -SER -90 PAGE 9 VERSION -3 .09:13:17 �k WEDGCOR STEEL CORPORATIONS � EXTERIOR COLUMN CONNECTIQN: 2J� --------BASF PLATE ---------- > .------- ANCHOR BOLTS -------- ''• WIDTH LENGTH THICK WELD NO. TMA. TYPE GAGE SPACE (IN) (IN) , (IN) (IN) (IN) (IN) LEFT COLUMN--:- 5.00... 10.00 0.3750 STD 2 0.75 STD 3.0 RIGHT COLUMN--> 5.00 10.00 0.3750 STD 2 0.75 STD 3.0 LEFT KNEE CONNECTION -•--: : BOLT DIA= 0.7500 IN. BOLT GAGE= 3.00 IN. WIDTH LENGTH THICK NO. OF SET OF A-325 BOLTS (IN) (IN) (IN) TOP BOTTOM SPACER CONNECTION PL 5.000 17.226 0.5000 2 2 0 COL. TOP FLANGE 5.000 0.1875 HOR7_. STIFFENER 2.444 9.500 0.1875 KNEE WEB PLATE 0.1790 NO. OF BOLTS PER SET AND SPACINGS FROM OUTER TO INNER END: NO. BOLTS 2 2 2 2 0 SPACING 1.500 3.000 8.226 3.000 1.500 RIGHT KNEE CONNECTION --->: BOLT DIA= 0.7500 IN. BOLT GAGE= 3.00 IN. WIDTH LENGTH THICK NO. OF SET OF A-325 BOLTS (IN) (IN) (IN) TOP BOTTOM SPACER CONNECTION! PL 5.000 17.226 0.5000 2 2 0 COL. TOP FLANGE 5.000 70.1875 HORZ. STIFFENER 2..444 9.500 0.1875 KNEE WEB PLATE 0.1790 NO. OF BOLTS PER SET AND SPACINGS FROM OUTER TO INNER END: N0, BOLTS 2 2 2 2 0 SPACING 1.500 3.000 8.226 3.000 1.500 it, . �ni �,�::;c �C 7,L i; hMThC %Ck�i �{%; n'�fi�%A �� A7iC k.{�J;t �. •ri :A ��TA•I��%is�T+PmTn��`�i�N�A��Tii�T�n xi'a'�%K :{�.K�%X��T��T��fi�MT Xc W E 'I) G C 0 R �K * U6P328 #1' ESTIMATE/DESIGN/DRAFTING SYSTEM 10—SEF'-90 � * PAGE 10 VERSION -3 09:13:17 �c WEDOCOR STEEL CORPORATIONS � PEAK CONNECTION AT 15.40 F.T. FROM LEFT STEEL LINE: BOLT DIA -017000 IN., RAT GAGE:: 3.0000 IN. WIDTH LENGTH TRICK NO. OF SET OF A -32S BOLTS (IN) (IN) (IN) TOP 'BOTTOM SPACER CONNECTION PL 5.000. 17.226 0.5000 2 2 0 NO. OF BOLTS/SET AND SPACINGS FROM OUTER t0 VMME.R ENI: NO. BOLTS 2 2 2 2 10 SPACING 1.500 3.000 8.226 3.000 .1.500 PITTSBURGH TESTING LABORATORY INAILtlr tO illt 14SO LANE AVENUE NORTH. JACKSONVILLE, FLORIDA 32205 As A ruruAL Pealr9c tOM TO Cue"TI. TMt .u.LIC AMO OuwllLWll. AK •hear• Awl ,u SMrrCO Al r"t COMr10CMTtA6 ♦ROrtw T• Of CUewT2. AMO AYTMO0ItAT1Q" IOw ►u.LIC^"OM OF $TATZ"IMTI. COMCLu0/0r6 on tlTwACTI FACM Ow llOAw Olro OYw -[poor• to ltlllrt0 ItMOIrO OWN -41nOt u•OOVA&--- AREA CODE (904) 783.4300 FLO-LOCTM Cat. No. EFTS STRAND -Per_ ASTM -A475- Size EYEBOLT Size MIN. ASSEMBLY Breaking Strength (Pounds) FWC 2502A 1/41' 1/Z" 6,650 FWC.31Z BA 5/16" 5/8" 11,200 FWC,375-BA 3/8" 5/8" +15,400 FWC 437 BA 7/16" 3/4" 20,800 FWC 500 BA 1/2" 7/8" 26,900 ►Ow„ sl JA Tests were conducted using the Flo -Loc Strand Grips, FNCIERS strand and FWC eyebolts as set forth in the above table with all tested assemblies providing at least 10OX of the strand rated breaking load per AS'M-A475. �X gW00.0 iFlC4 X00 Certified PITTSBURGH TESTING LABORATORY e C3 Na. 26773 —>RC— Charles L. Moore, P. E. STATE 0f *FWC guarantees that all cross brace assemblies fabricated in accordance with the above table will meet or exceed the specified minimum assembly breaking strength. PANEL SECTION PROPERTIES Ixx Sxx Ixx Sxx Lx Sxx - IN4/FT 1N3/FT IN /F IN3/FT IN4/FT -IN3/FT PANEL Fb THK. GIRTH WEIGHT GAGE (KSI) (INCHES) (INCHES) (PSF) TOP FLAT IN BOTTOM FLAT IN BOTTOM FLAT IN COMPRESSION COMPRESSION COMPRESSION (STRESS) (STRESS) (DEFLECTION) 26 36 0.019 41.56 0.896 0.0387 0.0401 0.0334 0.0388 0.6351 0.0396 24 36 0.028 41.56 1.160 0.0591 C.O609 1 0.0524 0.0576 1 0.0541 0.0585 NOTES: 1) SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT AISI SPECIFICATIONS. 2) MINIMUM YIELD STRENGTH OF STEEL IS 80 KSI. A L L O W A B L E L 0 A D S P S F GAGE SPAN SPAN 2'-0' 2'-6" 3'-0" X—C 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" r-6" CONDITION 241 154 107 79 60 48 38 32 27 23 20 17 SIMPLE 72 48- 34 25 18 14 11 9 7' 233 149 104 76 58 46 37 31 26 22 19 16 26 2—SPAN 114 82 59 45 34 27 22 18 291 186,: 130 95 73 58 46 39 33 28 24 20 3—SPAN 90 64 46 35 27 21 17 14 365 234 -119 91 72 58 48 :41 35 30 26 SIMPLE 591 303 .162 175' 110 74 52 38 28 22 17 14 11 345 221 153 112 86 68 55 45 39 33 28 25 24 2—SPAN 178 125 91 68 53 41 33 27 431 276 191 140 108 85 69 56 49 41 35 31 3—SPAN 139 98 71 54 41 32 26 21 NOTES: 1) TOP VALUES ARE BASED ON BENDING. 2) FOR WIND LOADING THE ABOVE VALUES MAY BE INCREASED BY 1.33. 3) BOTTOM VALUES ARE BASED ON DEFLECTION L/180- 4) WALL PANEL DEFLECTION LIMITED TO L/90. (7 C-.`v SECTION WT FT DEPTH WIDTH TI-IKNS LIP AREA RADII YBAR IXEF SX RX XBAk IY SWY SLY RY Q J CW r'LAT IXFL 83C16 3.C585 8.0000 3.0000 0.0590 0.7500 0.8988 0.1250 4.1540 8.5666 2.0622 3.1847 0.8895 1.1222 1.2616 0.5317 1.1174 0.6072 0.0010 13.8557 15.2343 .12,44 83C14 3.8844 8.0000 3.0000 0.0750 0.7500 1.1415 0.1250 4.0504 11.3147 2.7934 3.1799 0.8969 1.4236 1.5872 0.6769 1.1167 0.7008 0.0021 17.2691 15.2205 11.5421 93C16 3.2593 9.0000 3.0000 0.0590 0.7500 0:4578 0.1250 4.6624 11.2082 2.4040 3.5253 0.8365 1.1631 1.3984 0.5376 1.1020 0.5713 0.0011 17.9118.16-2343 11.9035 93014 4.1396 9.0000 3.0000 0.0750 0.7500 1.2165 0.1250 4.5533 14.7843 3.2470 3.5200 0.8439 1.4756 1.7484 .6844 1.1013 0.6601 0.0023 22.3376 16.2205 15.0735 93C13 4.7614 9.0000 3.0000 0.0850 0.8750 1.3993 0.1250 4.5008117-3260 3.8495 3.5194 0.8819 1.7709 2.0081 0.8361 1.1250 0.7136 0.0034 27.3660 16.4619 17.3312 93C12 5.8756 9.0000 3.0000 0.1050 0.8750 1.7267 0.1250 4.500 -OT -21 3-078 4.7351 3.5129 0.8912 2.1825 2.4489 1.0349 1.1243 0.7602 0.0063 33.0082 16.4447 21.3078 Z - SECTIONS WT FT DEPTH THKNS FLANGE LIP AREA SX IXEFF RX SY IY RY 0 MMT IXY FLAT FbMIN IXFL 2.4600 6.5000 0.0590 2.4700 0.7500 0.7229 1.4287 4.6874 2.5658 0.3570 1.0237 1.1900 0.6912 42.8619 1.6421 12.2530 25.3592 4.7591 ff6.573.1962 6.5000 0.0750 2.5000 0.8800 0.9393 1.9006 6.1770 2.5644 0.4965 1.4845 1.2572 0.7645 57.0187 2.2583 12.52'41 27.0650 6.1770 3.0863 9.0000 0.0590 2.7200 0.8100 0.9070 2.3081 10.5780 3.4689 0.4353 1.3757 1.2315 0.5751 69.2441 2.7927 15.3730 21.2968 10.9143 9715 3.6816 19.0000 0.0673 3.0000 0.8)001 1.0819 2.7981 12.8728 3.5138 0.6005 2.0924 11.3907 10.5982 83.9443 3.8514 16.0765 23.15721 13.3582 9714 .3-926119.0000 0.0750 12.7500 0.81001 1.1538 3.0787 13.8540 3.4651 0.5567 1.7760 11.2407 10.6542 1 92.3601 3.5799 15.3841 23.72881 13.8540 9Z13 4.7486 19.0000 0.0910 12.7500 0.8100 11.3955 13.7059 16.6766 3.4569 10.6672 12.1286 1 1.2351 0.6937 1111.1775 4.2999 15.3351 25.27281 16.6766 HI -RIB PANEL SECTION GAUGE Fy (KSI) Fb (KSI) THKNS (INCH) WT (PSF) GIRTH (INCH) In IN4 Sxx IN3 Ixx (IN' Sxx (153) Ixx IN' Sxx (IN 3) TOP FLAT IN COMPRESSION, STRESS BOTTOM FLAT IN COMPRESSION: STRESS BOTTOM FLAT IN COMPRESSION, DEft. 26 80 36 0.019 0.896 41.56 0.0387 1 0.0401 0.0334 0.0388 0.0351 1 0.0396 24 80 36 0.028 1.160 41.56 0.0691 1 0.0609 0.0524 1 0.0576 0.0541 1 0.0585 .. 4„ 4,. 4co r U I L25" 3.3125" N 12" 12" 1. 12.. 36" ARCHITECTURAL PANEL SECTION GAUGE Fy (KSI,) Fb (KSI) THKNS (INCH) WT (PSF) GIRTH (INCH) �+ Ixx (IN+) Sxx IN3 Ixx IN4 Sxx IN3) Ixx (IN4) Sxx (IN 3) TOP FLAT IN COMPRESSION, STRESS BOTTOM FLAT IN COMPRESSION, STRESS BOTTOM FLAT IN COMPRESSION, DEFL. 26 80 36 0.019 0.896 41.56 0.0199 0.0344 0.026 0.0398 0.026 0.0398 0. 7.5 1.125" 12" 12 12" _,_ 36" tu-VA �- � �_ - `L..� � - � Z � G SMC. �.� 0_ (`SCS � � /�3 QX ITY L+. 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