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Home My WebLink About040-180-051F ti y t Y„ .:�'.C�' '��: �� '. ��, � � }''� F� �;.. :L� �; .� .�j�. i; t�' %' . �� ,.✓' � �I -�. _-_. � � ; ,1 :�.. a ` 1� f� `Y J + . `,�i ` �1. 1 fv' i - s ., r � Ti �' _ �' _ 0 �� Ir ,� i �� ,r,i ., r � � i { � r � +. s ,N � . � � n �j I ',' ,. . _ .. Y � _ � - ... ,(!(A �^1 r ,; -- rr '. '� o � , ��`_ ; F007/mss �Qe; Z 5706? Xz "+ RESIPENTIAL f'040-.180-051 PERMIT#97-2510 LORENZ, Jerry & Denise Lf*Np Jones Ave., Durham New tingle Family, ck" 0 I< qW - PERMIT NO PERMIT EXPIRES 'GW _NER CONTR. ASSESSOR PARCEL :LOCATION OFFICE Copy �, Address GAS Meter By �D �t�= % �nj� ELECTRIC Metrr By Datat OFFICE Copy Address AOL 2 ---c GAS Meter By Date ELECTRIC Meter By Date�/--_7'0-19 temp. Power Pole Called PG&E temp. Elec. Service Called PG&E temp. Gas Service Called PG&E 1 JOB FINALED (Date) 9(p '100000,j Signature a 1�7- �_ r. V=OK O = Not OK Not •=NotReaady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fall-C)"oncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locadon-Clearances-Gmd-/ /Amp•Concrets 6. Gas; Location -Test -Wrap; / JUL / /Nat. or/ A -'YL/ /LPG 7. Well Clearance & Disconnect ..�' MISCELLANEOUS DateDECKS; C VE , CARPORTS, GARAGES (Plans) CK except #'s 1. Zoning Requirements -Setbacks -Easements ti 2. Footings; Sods•Siz-- thSpacngConnecLorsSteel 3 Decks; Girders and/or Joists DeoWng-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Conriectora Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnecbmsSpli Decal -Enclosures 6. Carports; Windows -Doors 7. Electric - -„t 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing Veneer-Stuoco-Mesh 10. Roof;.Shthg-Rooling _ 11. Ext.; Stepa-Doore-Landings 12. Braced Wall,Panels r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks•Easen-ents 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip: -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Cab B-1 •, 8. 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 3. Gas; MH Test DemandValveConnector 4. Electricity; MH TestCrossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ..�' MISCELLANEOUS DateDECKS; C VE , CARPORTS, GARAGES (Plans) CK except #'s 1. Zoning Requirements -Setbacks -Easements ti 2. Footings; Sods•Siz-- thSpacngConnecLorsSteel 3 Decks; Girders and/or Joists DeoWng-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Conriectora Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnecbmsSpli Decal -Enclosures 6. Carports; Windows -Doors 7. Electric - -„t 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing Veneer-Stuoco-Mesh 10. Roof;.Shthg-Rooling _ 11. Ext.; Stepa-Doore-Landings 12. Braced Wall,Panels r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks•Easen-ents 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip: -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Cab B-1 •, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico&A :-*i6) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspect ionindicates that the following violations of Butte County Ordinances exist at the above add s and should be corrected. Please notify this office when correction of work is complete f you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. w FA- KWA- M� „ 1i tI iA 19 Date —36 Inspe REV 10/92 2 Date yg�/✓-qCg Inspector ~'? REV 10/9 ' ., Yti COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 - 7 County Center Drive, Oroville, CA - (916) 538-7541. CORRECTION NOTICE Z0(2 z =� OWNERI PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at, the above address and should be corrected. Please notify this office when correction of .works is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. l 4//01L xg(9 Q E D /If/ C, (Z-6 -r - Citi G— l�Yli 1 t L, b - S4Y �4.~ �uu t `tidy<j y_66 2 Date yg�/✓-qCg Inspector ~'? REV 10/9 ' ., Yti 0 Date —5 REV 10192 so= 13 Dxf- . ! 1( 14 11)14 Aq (4 (11(4 Z> Inspector r COUNTY OF BUTTE BUILDING DIVISION -:41 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-27-51 7 County Center Drive, Croville, CA - (9.16) 538-7541 -74 CORRECTION NOTICE Z-0 tZ6,4.1-2 OWNER PERMIT NO. I A routine inspection indicates that the following violations of Butte County Ordinances exist.at the above address and should be corrected. Please notify this office when correction of Work is completed. If you have any questions pertaining to this matter, or need additional explanati"o'n, - please contact this office immediately. fie 0 Date —5 REV 10192 so= 13 Dxf- . ! 1( 14 11)14 Aq (4 (11(4 Z> Inspector LvR COUNTY OF BUTTE ... _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES 411 Main Street, Chico, CA - (916),891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE- Z Jo OWNERI A routine inspection the above add less is completed. If'you please contact PERMIT NO. indicates that the following violations of Butte County Ordinances exist at and should be corrected. Please notify this office when correction of work have any questions pertaining to this matter, or need additional explanation, this office immediately. 2 02 67e &Z Date /—I60 �" [ g Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPhrirENT SERVICES - BUILDING DIVISION 7 County Ceoter Dr;ve - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT N0. (Rev. 12'/96) APPLICATION AND PERMIT ASSESSOR PARC( NUMBER ZONING BUILDING PERMIT V OWNER I JERRY & DENISE LORENZ TELEPHON 8953477 SD. FT. OCC. BUILDING VALUATION Oil R ,599 217 OWNER'S MAIuli5�DRE PICHOLINE WAY CHICO 60 U 280 CONTRACTOR'S .JANE CrER TELEPHONE 1953 C 16,289 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace �, 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 251.663 ARCHITECT ORE IGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ - 1171.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 1 Plan Checking Fee $ 761.95 BUILDING ADDRESS 9456 JONES AVE. Energy Plan Checking Fee $ 23.00 1 DURHAM $ PERMIT FEE $ 1,975.95 LOT NO.I SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 SF Duplex I USEOFSTRUCTURE ❑ Mobilehome ❑ Other SPECIFY Each Trap 17 7.00119.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15-0015.00 New l0 Addition Describe WI TYPE OF WORK ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ rk: 4 BEDROOM Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.0015.00 Mobile Home S G W @20.00 PERMIT FEE S199-00 ELECTRICAL PERMIT Filing Fee 20.00 E00V OR LESS Main Service z..A0.. S 23.00 I hereby affirm 9 (commencing and my license ClI License ass I hereby affir Law for the following ( I, as owner will dol ❑ I, as owner to construct ❑ 1 am exempt reason CONTRACTOR'S DECLARATION under penalty of perjury that I am licensed under provisions of Chapter I with Section 7000) of Division 3 of the Business and Professions Code, is in full force and effect. ♦ 13 {�e A 2f-tij Lic. No. J 3 7 �/ OWNER -BUILDER DECLARATION i under penalty of perjury that I am exempt from the Contractors License reason: of the property, or my employees with wages as their sole compensation, the work, and the structure is not intended or offered for sale. of the property, am exclusively contracting with licensed contractors the project. under Sec. Business and Professions Code for this Main Service 200ALICENSED ToING 46.00 NEW CONST. DWELLOCUP. CCU WEE OR ADDNS. ( & ACC. BUDS. 3.5QFTSO; NEW CONST. MULTI -OUTLET NON-RESID. C cu 17 @7.50 POWER APPARATUS 8 SINGLE OUTLET CSR. Ex. Occup. OUTLET OR FIXTURES YG BALD 50 Ex. Occup. ourEitDrs AEESlo.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 21 UC I hereby affirm ❑ 1 have compensation, performance ❑ 1 have 3700 of My workers' Carrier WORKERS' COMPENSATION DECLARATION under penalty of perjury one of the following declarations: l and will maintain a certificate of consent to self -insure for workers' as provided for by section 3700 of the Labor Code, for the of the work for which this permit is issued. and will maintain workers' compensation insurance, as required by Section the Labor Code, for the performance of work for which this permit is issued. compensation insurance carrier and policy number are: MECHANICAL PERMIT Filing Fee 20.00 Heating 15. OU Cooling Hood 6.50 0 Ventilation PERMIT FEE $ 5 .50 Policy (Number (The above sections need not be completed if the permit is for work of a valuation of one 1hundred dollars ($100) or less.) ), 1 certify that in the performance of the work for which this permit is issued, i shall not amlploy any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /� X _ Date — —E��-- Signature of Applicant -A Ownerontractor ❑ Agent An OSHA permit is required for a) ons over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ • 0 occ _ CONST. TYPE VN TOTAL FEE $ 2,499-95/ HAZ. — D. FEES IMP X FLOOD X CDF PAYEL X P� IS E This permit is hereby issued under the applicable provisions of the Butte C ' ty Code a d/or Resolutio to_ do work indicated a A for whic es have bee aid. �! By Date X/ EXPIRES O JrDete ReceiptNo. 41.45 (YVPERMIT WHITE-D.D.S.-BID. CANARY -ASSESSOR N -INSPECTOR GOLDENROD -APPLICANT M COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION bbd QS 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75' PERMIT N (Rev. 12`96) W APPLICATION AND PERMIT ASSESSOR PI CEL NUMBER2ON�+4� J BUILDING PERMIT OWNER ONE r SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRIEKS o ..A/_ - - 'v{/// 56 TELEPHONE CONTRACTOR'S NAME /—Z 57C1 CONTRACTORS MAIUNO ADDRESS I CONSTRUCTION LENDER p ^ Fim lace LENDER'SAMI! NO ADDRESS 1 I Total Valuation ARCHrrECT OR ENGINEER 11 LICENSE NO. Filing Fee S 20.00 Permit Fee S � / , ARCHITECT OR ENOWMAILINGEER9 MING ADDRESS Plan Checking Fee $ 5 BUILDING A/D� R,—ESS �7J 'TJ Energy Plan Checking Fee $ $ n PERMIT FEE S -7 S. qS LOTNO. SUBDIVISIONS NAME I PA7k MAPr [� PLUMBING PERMIT Fling Fee 20.00 Each Trap y7l 7.00 /)&7... USEOFSTRUCTURE SF g Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water -piping 15.00 Each as water heater or vent 15.00 S✓ TYPE OF WORK Newt Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ p Describe Work: � L� j Gas piping system 1 - 5 outlets 15.00 /�✓ Building sewer 15.00 J ✓ Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo° 0. LEss 23.00 f LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 36f the Business and Professions Code, and my license is in full force and effect. ss Lic. No. License Class OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as !owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am lexempt under Sec. Business and Professions Code for this read n WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700�of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The'above sections need not be completed if the permit is for work of a valuation of one hundred dollars (5100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the Workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - C3 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures' over 3 stories in h ight. Main Service 200A TO 1000A 46.00 NEW CONST. DWEff OCCUR SO OR ADONS. ( b ACC. BLD S. 3.5¢FT. NON.REDS S ' MULTI -o TLE RCUITS @7,50 POWER APPARATUS & SINGLE OUTLET CIA. OUTLET OR PDTTURES Ex. Occup. BAS r i:w TED APP -.CR OR 5.00 Ex. Occup. ouTLETS RESIO. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S Z 17 MECHANICAL PERMIT Filing Fee 20.00 Heating S' Coolin Hood 6.50 g,-50 Ventilation PERMIT FEE S Js'— Mobile Home Installation Fee $ Energy Inspectio Fee $ TOTAL FEES'Z�4,9q S HAz. o• PEES , o , coP t - PARC Po HD ssuE This permit is hereby Issue er the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON applicable provisions Resolutions to do work been paid. Date towg) Receipt No. 1 7#1 7s -1 -27117777 -PERMIT WHITE-D.D.S. IL8.0. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I t ,COUN,TYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ��rr .n1S�, l.A�fet1 No. Aft9 '1 - Proposed Use, F Building Ins ector Date P I 9 9 P At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY I 1. All items have been submitted . .............. . -T,=- 2. Plot plans, 3/4 sets, signed by preparer of plans. ..... A) M 3. Complete plans, 3/4 sets, signed. by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ....?�. 1�► n 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... I 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... i 110. Fees of $ 14-V3 'v- ........................................... ji11. Impact fees as shown on attached schedule . .............................. 2. California Department of Forestry plan approval/fees. ...................... . 11 lood elevation letter (100 year flood) by California Engineer ................... 'a ' 14. Sanitation and plot plan approval. Health Department . ............ 15. City of Chico plumbing permit. ......................................... I 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ......... �C 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . I 19. Driveway permit (construction approval required prior to occupancy). . IFre1nspedion requ� 20. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license infotmatiom,(No� Name Style, Classification). . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner _)............ 124. Recorded copy of Agricultural Acknowledgement Statement . ................. 25. Letter of signature authorization . ...............................:....... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . . 27. Letter of intent on building use . ......................................... k7 128. Mobilehome utility clearance . ........................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 1.' Existing violations/expired permits . ...................................... i )312. Plan checklist..................................................... . 33, 34. , Wheci'you (issue the ermit, process as follows: Mail to owner., Mail to contractor. Te'leph� AS S f-77 and hold for pickup at 04zc o - office. Deliver with inspector. utner Parcel Creation Acreage Applicant Date 11_., -!% -197 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Dates Copy of plans sent Health Dept. Fire Dept. Other Date By The followi 1. Index p( 2. Addition ig data must be submitted rmit for above items No. _ it items required: to rcle new item Contractor,) designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by of Date A=V== Plans approved by LL�� Date Slets of plans on hold in File cabinet AP folder Copy - Depiartment of Public Works E.H. USE ONLY Plot Plan Attached 'Ytr JI �Ly Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health ,SUBJECT: Sanitation Clearance JI/as m4alod 9456 9,,&r Ave /570 05 Owne Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for 5h --dwelling. Other Hold final for: Final clearance O.K. for: NOTE: viro4erdal Health Specialist 8/96 A5WJ- 2' Date vim_ 1 LAND DEVELOPMENT / BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bu!/ding Permit No. '7^42 c5 OWNERSA.P. NAME: I�L�{ Slti6 °¢�%� �. �l �� NUMBER: FUTAT LAST NAM[ FIRST ADDRESS / LOCATION: COUNTY (ZONING DESIGNATION: -S �� Z- FLOOD ZONE: 7 FLOOD MAP: APPRO_VED:I CONOMONALLY APPROVED: X RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF ;CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO CO MAP INFORMATION: DATE OF RECORDING `T A /PO LOT BOOK 76, PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23):I YES �_ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. -� 1.. Maintain a 50 ft. -building setback from centerline of road. _ 2. Mai ntain a ft -building setback from right-of-way/centerline of _ 3: Co i ply with Zoning code for building setback from road. 44. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. PayI water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Con 9. Con _ 10. Aut Fire hon spe, to a public water supply. to a public sewer system. matic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Irotection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile -s, NFPA Standard 13D, unless a pressurized community water. system, with hydrants that meet Fire Department fications, serves the parcel. _ 1 1. Pay T.O.D. (Thermalito Drainage District) fee in the amount of S _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. psyment to be grads to die Afrraft Dhdsf vL _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors: X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. 311(18 jiN3Vqd0 UNnob L661 0 1 0 3 0 C13AI333H LO 5,97 c�..��uarr.moaRw.tu COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE. CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE Lill., 1ER�I'i1S� A.P. # POSED BUILDING USES,, %00,Nr° DATE tt �— REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ y 1053. o0 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ --Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES DAfbA YN- ) (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential. .. •.... ® k.$360.00 Units Commercial (sq.ft.)... x $0.03 $ Sq. Ft. 4: URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial.(sq.ft.) .. x _$ Sq. Ft. Amt. )L5. RECREATION DISTRICT FEES "C)U9_"P\M (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES . $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT P DATE Original -OI ner Copy -Building Div. (Rev. 12/96) `V'.�unsf �:�`+�, -..4,e'�:.,.f. ,��. �,.-• .,vr...�:r;�Y,r F,�s .�.-. .....�. ..�.,-., ..�'^4,c -,.Yn.-�r: �+nr,:��+.: w.�rb'y�i...�r;,f�.�,�.. ...._. ....r^v. .ter BUTTE COUNTY PCHOOLS IMPACT FE -CERTIFICATION FORM 'r "'.. `•-, a; (One form per Building): - School DistricAt Building Department No. =$?; A.P. Number QQ g"" e Jurisdiction: City ". County , Prope I Owner 1MV22—�e ys� Aug tsv 9s y 3 Property Location/Address � .� , Lot No. Subdivision Residential Development ^" Sq. Footage No of Living l Mobile Home Addition F (Group R) Units Installation k Commercial/Industrial District `y. (Street New Addition (Floor Plans reviewed by School District Personnel) itification No. 71l�D 4*9771 VA) / rl E� School District certi fies that 'G Aeloc /N L trio V 0# WO (City) has complied with the requirements of Resolution No. representing !y() �� square feet. - School District Representative Paid by Check ff Remarks: Sq. Footage (Including Exterior , l R ofed Areas) Date S ('Applicarit).. ` (Phone Number) e 14 5-94 sr (State) (Zip Code) 9G — by payment of $ 73 8D • a I B 2926' $ ULL MITIGATION $ Date Notice: You may protest the imposition of the tees identified above by submitting a written protest to Ine uistnct, in compliance witn 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, subsequint to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ` ' White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm .-,:-',TTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): )erty Owner (s): ect Location/Address: divison Name: Assessable Square Footage: �Jj Type of Residential Development (check one): New DevelopmentU Afteration/Addition Mobile Home (s) Non -Residential to Residential U U Comments: Les `wilding Division Representative Date Durham Recreation and Park District (DRPD) certifie's that r) I S Applic-Ant, Name Applicant Phone Number J Street Address City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 -1114 by payment for square feet at $ 1.04 per square foot for a total payment of $ W PAI REI a Z, / 17 DRPD .Represefttkive . 'Dater BY CHECK No.: - Remarks: No.: BY CASH: I PT No.: DISTRIBUTION- WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND wHE\ RECORDED MAIL TO: ' BUTTE COUNTY BUILDING DIVISION 97-049797 _ I 7 COUNTI'�CENTER DRIVE OROVILLE CA 95965 - — Section 261, The proper this properl to herbicid( plowing, s established All that Date: NOT COMPARED WITI4 ORIGINAL DOCUMENT DEC 31 1991 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 3 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. i described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, raying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count): has Igricultural purposes and residents within said zones and on adjacent property should be prepared to accept such ce or discofarm operations. from normal, necessary faroperations. property situate in the County of Butte, State of California, described as follows: -9-7 PROPERTY A.P.= State of CA ' n' ) County of Ix ) On I -3/ before me,71) personally appeared Cf` personally �satisfacty known to me (or proved to me on the asis of evidence) to be the person s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/e/they executed the same in his/her/their authorized capacity(ies), and that by his/her/t eir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the in ment. WITNESS my d and official seal. 6 'L OI ,h ? ""' '_, W. J. GOLLiNG r r Off' COMM. #1109370 NOTARY PUBLIC•CALIFCRN!1; C rrIISS BUTTE COUNTY Signatu i B Seal: v My Comm. Expires Sept. 20,2000 A.P.= OF ORDER NO. 2-62884JCW LEGAL DESCRIPTION EXHIBIT "ONE" THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE TICULARLY DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP OF A PORTION OF SECTION 30, T21N, R2E, M.D:M., FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 17, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 53. AP # 040-180-051 END OF LEGAL Page 5 so Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide themair labor and materials for construction of the proposed property improvement : ] NO[ ]. 2. HA ] HAVE NOT[ ] signed an application for a building permit for the propos work. 3. I have contracted with the following person (firm) to provide the proposed construction: / NAME: I /.t � rC s? Z ADDRESS: _ CITY: C lri , o PHONE: R'S.S --3 V -7 7 CONTRACTOWS LICENSE NO. 73 7 ys 4. I plan to provide portions of this work, but I have hired the following -person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME . ADDRESS 'PHONE TYPE OF WORK D: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: //_ NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work. with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not cavy out these obligations, and these risks'are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Mav 1095 � �^ A OWNER -BUILDER VERIFICATION Attention Property Owner: An `iowner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit .will be issued until this verification is received. 1. II personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVES 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: p 1--e- L �se ADDRESS: /SZo l C C_ lz o lr n $ CITY; ab ► &6 PHONE: k9S- 3 % KO CONTRACTOR'S LICENSE NO. 73 -7'/ -S -Z- 4. 3-7'/SZ- 4. I (plan to provide portions of this work, but I have hired the followingperson to coordinate, , s pervise, and provide the major work: NAME: Se"f � 3 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 wi" ll pride some of the work but I have contracted (hired) the following persons to provide the work indicated: NI ME ADDRESS PHONE TYPE OF WORK. SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: - % DATE: /y , 3 ( —7 -7 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER DEPARTMENTAL MEMORANDUM TOI: All Field and Office Inspection Staff FROM: Scott Rutherford, Chief Building Inspector SUBJECT: Post Construction Elevation Certificates DATE: 11/18/98 A reminder: Construction of any type in a designated flood zone requires two Flood Elevation Certificates, one based on construction drawings prior to issuance of the permit, and onel based on actual construction after the building is complete. Do not final any building in a flood zone unless an Elevation Certificate based on actual construction has been submitted, compared with the "construction drawings" certificate, and stamped and wet signed by the licensed engineer or surveyor. LOEI 9456 Jones DESCRIPTIO 1. ROOF Material Thickness (i 2. CEILING INSULATION CO., INC. Number and Street— OF INSTALLATION INSULATION CERTIFICATE Durham City - - Subdivision _ 'Lot Number Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13' Thermal Resistance (R -Value) R38 Loose Fill.Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 659 Ib. Minimum Thickness 16.25" inches. Manufacturees-installed weight per square foot to achieve Thermal Resistance (R Value) R38 WALL 3. EXTERIOR Material Fiberglass Batts " Brand Name Johns Manville Thickness (i i ches) 3.5/6.75" Thermal Resistance (R -Value) R13/1319 4. RAISED FLOOR Material' Fiberglass Batts Brand Name Johns Manville Thickness (in, ches) 6.5" = Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material I Brand Name Thickness I Thermal Resistance (R -Value) Perimeter In ulafion Depth (inches) 6. FOUNDATION WALL Material I Brand Name Thickness (i i ches) -,Thermal Resistance (R -Value) DECLARATIOP, I hereby cert with the curl Regulations? C. L.#499150 t—I em Item #s fy that the above insulation was installed in the building at the above location in conformance ,nt Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of as indicated on the Certificate of compliance, where applicable. LOERKE INSULATION CO., INC. Signature, ate •nsta mg Subcontractor Co. Nam Or General Contractor (Co. Name) Or Owner Signature, Date Installinq Subcontractor Co.Name) Or General Contractor (Co.Name) Or Owner Item #s . I Signature, Date Installing Subcontractor (Co. ) amg Or General Contractor Co.. Name Or Owner r O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31.1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this -certificate does not provide a waiver of the. flood insurance purchase requirement. 'This form is used only to provide elevation information necessary to ensure -compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA 6r LOMR). ' . : Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER J E P- Lo �! STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER q 4 SSI Jo►�� S ASF NUF OTHER DESCRIPTION (Lot and Block Numbers, etc.) APfJ I o4-0- ISo - 051 CITY l STATE ZIP CODE DU 2N AS SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): NUMBER 2. PANEL NUMBER 3. SUFFIXL4DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION EC�MMUN'Y (in AO Zones, use depth)o i is S 7-9 19 a9 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 QOther (describe on back) U 5U `. 8. For Zones A or V, where no BFE is provided on the FIR 1, and the community has 'established a BFE for this building site, indicate the community's BFE: L L 11 151`II.L�J feet RG*&•(or other FIRM datum—see Section B, Item 7). l SECTION C BUILDING ELEVATION INFORMATION i 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 8 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation U w 5 ofI I 114:d Li .14J feet WGrb'M& other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation ofL I I1 JJ.LJ feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W 1i feet above Elor below ❑I (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I LLJ feet above ❑ .or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 � Other (de scribe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section 8, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes N No (See Instructions on Page 4) 5. The reference level elevation is based on: 0 actual construction ❑ construction drawings (NOTE: Usel of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate 'Will be required once construction is complete.) 6. The elevation Iof the lowest grade immediately adjacent to the building is: I I 1 1 5191.U.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION I 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is:L11LL1.LJ feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form, 81.311, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who. is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature (s),then'list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered.' I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) HAIZi�- S ADP:MS RC5- 34 ZS�I TITLE COMPANY NAME G I \/I L. E N G 1 l.1 G E R_ q o R Tl -1 S T'A R- E til (::4 1 tJ E E 12-1 N C -t ADDRESS CITY STATE ZIP Zo 1>I=1 V I— GIA I Go G,ct al SIGNATURE — `— � A v TE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. R.Qff. 342Z7 a ��p ON WITH R IM! 9-30-W SLAB BASEMENT PIER , OR C uMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE BASE ' LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION .:. _ •..:::::::::;:; : u+� BASE BASE REFERENCE FLOOD AOJACENi' FLOOD GRADE LEVEL ELEVATION ELEVATION REFERENCE AOJACENT LEVEL GRADE - ?i ::?:•.; ,::; :•:: :.:'::i ADJACENT'. mr.:.: .:..�::•::.;•:.;::�:: GRADE ....:':T/ C':.......... The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 O.M.B. NO. 3067-0077 ELEVATION 'CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the. flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the. proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER- q45I J��I�S OTHER DESCRIPTION (Lot and Block Numbers, etc.) AP�J 040 - ISo - •051 CITY STATE ZIP CODE DLi2N�.M GA 9593?v SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) p(o0,o 11 o Z Z5 S '561fr 7-9 19 E19 A 7. Indicate the (elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 NOther (describe on back) Ll 54 S 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the commurjity's BFE: i5 `) .� feet N. VE? -(or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level i3 2a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of L I I 11(110AA feet NGVMoor other FIRM datum—see Section B, Item 7). orZ H 160 - 12— FIRM Zones V1 430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L_l� L_)J.0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I I I.LJ feet above ❑ or below F71(check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I I I .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is -available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? u Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 Z Other (describe be under Commlents on Page 2). (NOTE: It the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ElYes CO No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction N construction drawings (NOTE: Usel o/construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be requireld once construction is complete.) 6. The elevation Iof the lowest grade immediately adjacent to the building is:: i i I i 59!.Lj.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in �S,ee, Item 1 v -is not the "lowest floor" as defined in the community's floodplain management ordinance, the ele ipf ( L(, . +s° est,, r A floor" as defined by the ordinance is: I__i ��i.LJ feet NGVD (or other FIRM datum—s ;� c Io ��. T�7,)Ft,Fy4 2. Date of the start of construction or substantial improvement __.--_ {• .a,o3Y a�.�I�� 1 FEMA Form 81.31, MAY 93 REPLACES ALL PREVIOUS EDITIONS Set RE RIE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information whe, the elevation information for Zones Al–A30, AE, AH, A (with BFE),V1–V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - bistinguishing Features–If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME I LICENSE NUMBER (or Affix Seal) MAP�- RcIF- 34 Z5�1 TITLE COMPANY NAME I VI L N G 1 I.I ir-- E: l2__ q o R rt -+ S nc- P__ E t -i U I N E E 12-1 til Ci ADDRESS CITY STATE ZIP 20 D C Ct, A,?_ P, T1 –,,:, �1 DI -I CA I G0 GA °I 5 °1-I SIGNATURE/ , ,/ '1 IIzTE3-9� A - —PHONE 53 - 393-I(o0o Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: —Is 14-P_IE: 1-2- trE OrJ NE -S /&,yEN10 e:.- rt G S I; ►= . G L -E: V= 159, S fo U 5S S o��ssl S. �Ir � CIVIi. Q OF CAVY R. Co & 34257 ON WITH ON PILES, PIERS, OR COLU o Expira 9-30-99 SLAB BASEMENT A v A A v ZOINES ZONES ZONES ZONES ZONES REFERENCE ..EIERENCE BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION I BASE BASE•••••REFERENCE FLOOD •' '" ADJACENT•'; t FLOOD::. GRADE ' .t LEVEL ELEVATION ELEVATION REFERENCE - ADJACENT LEVEL GRADE • '.; ADJACENT... -ffr`..::::.: GRADE The diagramis above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural memo, er �+J Page 2 l S 11 I RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGPERMITNUMBER: PLAT I CHECKER: /07 A. P. NUMBER:U I GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. i' Plans signed by designer., Proper description of work on application. � Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ; Recorded notice of violation. PL T PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. _ Other buildings or structures. Grading, fills and/or drainage. 5�—Flood hazard. -6. Special conditions on creation map (Noise', SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C: 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). T. um of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. kl Header size. June 1997 ' 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). -Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) fopbspection Jacket: -- Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements / Automatic Fire Sprinklers O aak O�-)q- 0-loar � ,6-) kd/,,IV, -- ) Pd -a n7 4 SJ r p GJ � /LSC ZZ 12,-'-� June 19973.2 ��ss 3.2 �. �Lt llE %� 12/4/97 JERRY & DENISE LORENZ 156- PICHOLINE WY CHICO,CA 95926 Re: B•P•#97-2510 Co, L A N D O F NATU RAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 With reference to the above subject, attached is: [ X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 40-18-51 Action Required: [ X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON - PLAN CHECKER If APPLICANT LORENZ PARCEL N0. 40-18-51 PROVIDE EGRESS WINDOW FROM OFFICE. PERMIT NO. 97-2510 DATE 12/4/97 THE DOOR FROM.THE MASTER BEDROOM TO OUTSIDE NEEDS TO. HAVE GLASS IN IT FOR NATURAL LIGHT AND VENTILATION. BEDROOMS 2 AND 4 NEED 17 SQ FT OF WINDOW -FOR NATURAL LIGHT AND VENTILATION. LIVING ROOM DOORS -MUST BE GLASS. ENERGY CALC'S SHOW 382.9 SQ -FT OF*GLASS. I SHOW 438 SQ FT. PLEASE REVISE. ALSO WHEN YOU SUBMIT COMPLIANCE FORMS, YOU MUST ALSO'SUBMIT THE -.PORTION THAT SHOWS COMPLIANCE. SHOW ALL 2ND FLOOR SUPPORTS ON THE 1ST FLOOR PLAN. SHOW BEAM.SUPPORTS AND FOOTINGS UNDER. YOUR HOUSE DOES NOT COMPLY -WITH BRACING IN CH 23. HAVE LATERAL DESIGN DONE ON THE HOUSE. HAVE ALL: ENGINEER'S. REQUIREMENTS PUT.ON THE.PLANS.AND HAVE THE ENGINEER STAMP AND SIGN THE PLANS (2SETS). ALSO, HAVE HIM REVIEW THE TRUSS CALCSAND VERIFY_THAT THEY CONFORM TO.HIS DESIGN. SHOW BEAM SIZES OF..MEMBERS CARRYING 2ND FLOOR JOISTS AROUND STAIRWAY. INDICATE WHERE JOISTS ARE DOUBLED. YOUR TRIPLE TRUSS BEARS OVER THE FRONT PORCH AND 2 WINDOW HEADERS. HAVE ENGINEER DETERMINE IF PORCH BEAM AND FOOTINGS ARE ADEQUATE TO SUPPORT THE (LOAD. LINDA SEXTON - PLAN CHECKER Irish to discuss any requirements, you may contact me at (916) 538-7541 1:00p.m. and 4:00 p.m., Monday through Thursday. Conditioned Floor. Area: 4020 ft2 Building Type: SFD Single Family Detached Building Font Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor. BUILDING SHELL INSULATION Component Insul- Assembly Type R -value U -value Location/Comments ------------------------------- ---------------------------------------- Door 0 0.330 Unconditioned Wall 19 0.065 Outside Wall 19 0.065 Unconditioned Ceiling 30 0:031 Attic / CATHEDRAL Ceiling 30 0.031 Attic F-•loor 19 0.008 Cr.awlspace FENESTRATIO Area U- Interior Exterior Overhang Frame Orientation (.ft2).value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- ---------- ---------- -------- -------- Window Wesi 133.7 0.870 2 Std Drape Bug Screen Overhang Vinyl Window Wes l 20.1 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Window South 25.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window South 18.1 0.870 2 Std Drape Bug Screen Overhang -WdDr/Div Window Easy 116.2 0.870 2 Std. Drape Bug Screen Overhang Vinyl Window East 40.2 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Window North 48.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window North 40.2 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Skylight 8.0 0.870 2 Std Drape Bug Screen None Vinyl THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ----------------- ------------------- None na 11 V F i.OF COMPLIANCE: Residential CERTIFICATE �,. Page 1 CF -1R --------------------------------------------------------------------- Project Tittle: LORENZ Run: 241 11 -Dec -97 Project Address: JONES AVE JONES AVE DURHAM Building Title: HOUSE Building Permit # Document Author.: SCOTT JACKSON 97"oZS/O Telephone: Plan C eck / Date Compliance Method: CALRES2 1..31a Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor. Area: 4020 ft2 Building Type: SFD Single Family Detached Building Font Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor. BUILDING SHELL INSULATION Component Insul- Assembly Type R -value U -value Location/Comments ------------------------------- ---------------------------------------- Door 0 0.330 Unconditioned Wall 19 0.065 Outside Wall 19 0.065 Unconditioned Ceiling 30 0:031 Attic / CATHEDRAL Ceiling 30 0.031 Attic F-•loor 19 0.008 Cr.awlspace FENESTRATIO Area U- Interior Exterior Overhang Frame Orientation (.ft2).value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- ---------- ---------- -------- -------- Window Wesi 133.7 0.870 2 Std Drape Bug Screen Overhang Vinyl Window Wes l 20.1 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Window South 25.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window South 18.1 0.870 2 Std Drape Bug Screen Overhang -WdDr/Div Window Easy 116.2 0.870 2 Std. Drape Bug Screen Overhang Vinyl Window East 40.2 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Window North 48.0 0.870 2 Std Drape Bug Screen Overhang Vinyl Window North 40.2 0.870 2 Std Drape Bug Screen Overhang WdDr/Div Skylight 8.0 0.870 2 Std Drape Bug Screen None Vinyl THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----- ----------------- ------------------- None na 11 V F Q, 1 'ERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R >roject Title: LORENZ Run: 241 11 -Dec -97 IVAC SYSTEMS; Duct Location. Cype Efficiency and R-va.lue ------------------------------------------------ =urnace 0.78 AFUE . Attic. R-4.2 kir cond. -- central split 10.00 SEER Attic R-4.2 NATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------ Standard Gas Standard StandardGas Storage gas 1 0.53 50 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler.---, boiler pump? -------------------------------------------- Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water. Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 1 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value None SPECIAL FEATURES, REMARKS, AND NOTES None CERTIFICATIE'OF COMPLIANCE: Residential Page 3 CF -1R Project Title: LORENZ. Run: 241 11 -Dec -97 COMPLIANCEISTATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading . Feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER ORIOWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 389A CONNORS CT. CHICO, CA.,I95926 916-894-5590 Certif icat - 'n # Signed ENFORCEMENT AGENCY Name: I Title: I Agency: I Telephone: I DOCUMENTATION AUTHOR SCOTT JACKSON l z/// A0% 12-11 7 Date igned /iDate Signed I Date i P COMP.E'DER METHOD SUMMARY ------------------------------------------------------ Pa 1 C Project Title LORENZ -4- - -- r - Run 241- 11 -'Dec -97 Project Address: JONES AVE JONES AVE Building Ti Document Au Telephone: DURHAM le: HOUSE Building Permit # Thor: SCOTT JACKSON Plan Check / Date Compliance Method: CALRES2 1.31a Field Check / Date Climate Zonel: 11 ENERGY USE S' Energy Use ------------ Space Heatin Space Coolin Water Heatin Total KMARY ( ]<Btu / f t 2 -y r ) Standard Design -- --------------- 13.94 10.09 6.50 30.53 GENERAL INFORMATION Conditioned. Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: I. Number of Stories : Proposed Design 7 -------------- 13.53 6.59 7.02 -------- Complies 27.14 Yes 4020 ft2 SFD Single Family Detached 270 deg (West) 1.00 Floor Construction Type: Raised floor Number of Conditioned. Zones: 1 Total Conditioned Volume: 35175 ft3 Conditioned Footprint Area: 2660 ft2 Ground Floor Area: 2660 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ------------ HOUSE 1.4020 35175 Conditioned CEC_Standard 8'0" 53.2 OPAQUE SURFACE Surface Area Type (ft2) Zone = HOUSE I Door 20.0 Wall 676.2 Wall 456.9 Wall 340.0 Wall 673:6 Wall 771.8 Ceiling 484.0 Ceiling 2168.0 Floor 2660.( U- Insl.Tru Slr Construction value Rval Azm Tlt Gns Type Location/.Comments ------------- ----- ---- --- --- --------------- ---- 0.330 0 180 90 No CEC_30-Wood Unconditioned' 0.065 19 270 90 Yes W19.2x6.16 Outside 0.065. 19 180 90 Yes W19.2x6.16 Outside 0.065 19 180 90 No W19.2x6.16 Unconditioned 0.065 19 90 90 Yes W19.2x6.16 Outside 0.065 19 0 90 Yes W19.2x6.16 Outside 0.031 30 270 14 Yes 830.2x4.24 Attic / CATHEDRAL 0.031 30 -- 0 Yes R30.2x4.24 Attic 0.008 19 -- 180 No FC19.4X6.32 Crawlspace COMPUVER METHOD SUMMARY Page 2 C -2R I Project Title: LORENZ -Run_ 241 11 -Dec -97 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val None rENESTRATION(SURFACES Insul Depth (in) Location/Comments ---------------------------------------- Comments ---------------- 10 LITE 10 LITE 10 LITE 10 LITE 10 LITE 10 LITE Glazing Fenestration Area Tru Open Frame Charactr Name Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name ------------ -------------- Zone = HOUSE FG1 Wind 12.0 270 90 Slider Vinyl CEC _Db1StD FG2 Wind 15.0 270 90 Slider Vinyl CEC _Db1StD FG3 Wind 15.0 270 90 Slider Vinyl CEC _Db1StD FG4- Wind 6.7 270 90 Fixed Vinyl CEC _Db.1StD FG5 Wind 12.0 270 90 Slider Vinyl CEC _Db1StD FG6 Wind 15.0 270 90 Slider Vinyl CEC _Db1StD FG7 Wind 15.0 270 90 Slider Vinyl CEC_Db1StD FG8 Wind 17.5 270 90 Slider Vinyl CEC _Db1StD FG9 Wind 8.0 270 90 Slider Vinyl CEC_Db1StD FG10 Wind 17.5 270 90 Slider Vinyl CEC _Db1StD FRT.DR Wind 20.1 270 90 Hinged WdDr/Div CEC_Db1StD .:,RG1 Wind 7.5 180 90 Fixed Vinyl CEC _Db1StD �RG2 Wind 10.0 180 90 Slider Vinyl CEC _Db1StD RG3 Wind 7.5 180 90 Fixed Vinyl CEC _DblStD RG4 Wind 18.1 180 90 Hinged WdDr/Div CEC _Db1StD BG1 Wind 8.0 90 90 Slider Vinyl CEC _Db1StD BG2 Wind 20.1 90 90 Hinged WdDr/Div CEC_Db1StD BW3 Wind. 20.1 90 90 Hinged WdDr/Div CEC _Db1StD BG4 Wind 6.7 90 90 Fixed Vinyl CEC _Db1StD BG5 wind 15.0 90 90 Slider Vinyl CEC _Db1StD BG6 Wind 12.0 90 90 Slider Vinyl CEC _Db1StD BG7Wind 1.2.0 90 90 Slider. Vinyl CEC _Db1StD BG8 wind 17.5 90 90 Slider Vinyl CEC_Db1StD BG9 Wind 15.0 90 90 Slider Vinyl. CEC Db1StD BG10 Wind 15.0 90 90 Slider Vinyl CEC_Db1StD BG11 Wind 15.0 90 90 Slider Vinyl CEC _DblStD LG1 Wind 12.0 0 90 Slider Vinyl CEC_Db1StD LG2 find 12.0 0 90 Slider Vinyl CEC Db1StD ^Db1StD LG3 Wind 12.0 0 90 Slider Vinyl CEC LG4 Wind 12.0 0 90 Slider Vinyl CEC_Db1StD LG5 Wind 20.1 0 90 Hinged WdDr/Div CEC_Db1StD LG6 Wind 20.1 0 90 Hinged WdDr/Div CEC_Db1StD 2020SKY1 Skyl 4.0 -- 0 Fixed Vinyl CEC_Db1StD 2020SKY2 S1 -,yl 4.0 -- 0 Fixed Vinyl CEC_Db1StD Comments ---------------- 10 LITE 10 LITE 10 LITE 10 LITE 10 LITE 10 LITE COMPrJTER METHOD SUMMARY Page 3 C -2R Project Title: LORENZ Run: 241 11 -Dec -97 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name Type Panes value only Shade Type Shade Shade Type Shade CEC_Db1StD I Clear 2 0.870 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration Name jHeight Width FG1 4'0" 3'0" Left FG2 5'0" 3'0" Depth FG3 510" 310" Extension FG4 6'8" 110" --------- 516" FG5 310" 410" 10'0" FG6 510" 310" FG! 510" 310" 114" FG8 510" 316" 4518" FG9 4'0" 2'0" FG10 510" 316" FRT.DR 618" 310" 31,4" RG1 5'0" 116" 10'0" :RG2 510" 2'0" RG3 510" 116" 1'4" RG4 6'8" 2'8„ 11'0" BG1 410" 2'0" BG2 618" 3'0" BW3 6'8" -3'0" .1.8' BG4 6'8" 110" 210" BG5 510" 310" BG To„ 10'0" „ BG7 4,0„ 3,0„ 38'3" BG85'0" 10'0" 316" BG9 5'0" 3'0" BG10 5'0" 3'0" 14'0" BGll 5'0" 3'0" 10'0" LG1 4�1011 3,0„ LG2 410" 3'0" 114" LG3 410" 310" 4110" LG4 410" 310" LG5 6`'8" 310" LG6 6118" 3'0" 11'7„ Above Left Right Depth Glazing Extension Extension ------ 10'0" --------- 114" --------- 516" --------- 3'6" 10'0" 114" 4'0" 55'0" 10'0" 114" 13'4" 4518" 10'0" 114" 18'9" 42'3" 10'0" 114" 31,4" 2618" 10'0" 114" 45'0" 1410" 10'0" 1'4" 48'0" 11'0" 2,0" 1'4" 5'0" 27'6" 2' 0" 1' 4" .1.8' 4" 1.5' 8" 210" 114" 26'0" 616" 10'0" 3'3" 20'9" 38'3" 10'0" 114" 10'4" 812" 10'0" 114" 14'0" 410" 10'0" 114" 16'9" 119" 10'0" 114" 416" 4110" 10'0" 114" 512" 26'10" 1010" 114" 11'7„ 19'5" 10'0" 1'4" 14'7" 1615" 10'0" 114" 17'7" 1.5'5" 10'0" 114" 20'3" 1019" 21011 1' 4" 3' 6" 23, 6" 2 '0" 1'4" 9,9 „ 1713„ 21011 11 4" 5'0" 276„ 210" 114" 13'3" 1919" 210" 114" 18'6" 1416" 210" 114" 23'6" 916" 110" 1'4" 12'0" 2710" 1'0" 1'4" 20'0" 1910" 1'0" 1'4" 26'6„ 12'6" 0" 11 114" 35'9" 313" 101011 1'4" 1,2„ 7'10" 10'0" 114" 412" 4110" NOTES RESIDENTIAL PERMIT NO. _f 040-180-0511 y - _02:1847�/x LORENZ, JERRY, 9456 JONES "AVE., DURHAM SHOP - METAL Addre:::] h-' GAS Meter ELE Mete L 1 t SPECIAL CONDITIONS T CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ` USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER z/po �_f-- i I I JOB FINALED (Date) Signature j V= OK 0 =,Plot OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Soils; Special MH Support Sketch 3, Sewer; Location -Test -Fall -C/O -Concrete 4[ Water; Location -Test -Easement Needed (Sketch) 5I Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 61 Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG 71 Well Clearance & Disconnect 8.1 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.I Zoning Requirements -Setbacks -Easements 2. I Footings; Size -Spacing -Marriage Line 3. I 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. IWater and Sewer Connected -C/O to Grade -HD Approval 8. lGas and Electricity Tagged 9. jTie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s g Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails t 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. CoKrts; Windows -Doors EI ric/ I ae-frmg/j:�36-Anchors-Studs-Rftrs-Trusses ng; Nailing -Veneer -Stucco -Mesh 4a400f; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 8 Card B-1 Date Card B-1 Date G" and B Date Card B-1 Date FINAL (P)fins) OK except 's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ' 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Hangers -Post Caps -Anchors -Connectors U erfloor (Plans) OK except #'s Cling. Joist-Rt1r. Ties-Purlin-RoN Brac.-Truss-Shting.-Ring. 1. oning-Setbacks-Easements-Flood-Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 52. 4. Fig., Porches & Decks; Soils -Steel-/ r Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Shear Walls; Nailing -Bolts 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 11. Water Pipe; Test -Anchors -Regulator -Service Test Elec. Outlets & Receptacles at Kit. Counter 12. Electric Underground Garage Fire Door; Swing -Landing -Closure 13. Plenums & Ducts; Clearance -Material -Support -Ins. A.C. Duct in Garage -Damper 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 15. Access & Ventilation Plb., Elec. & Mech. Equip. Listed for Location 16. Insulation Elec. Receptacles in Garage (F.FI.)-Romex Protection 79. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Clearance Looked under Floor ❑ Yes 17. Water Htr.; Vent -Access -Combustion Air Baffle Following Instld./Drive J Yes ] No/Walks ] Yes :1 No/Planters ❑ Yes ] No 18. Water Pipe; Test & Anchor -Nail Protection Stucco Brown -Finish 19. D.W.V.; Test Fittings & Anchor -Nail Protection A.C. Unit Disconnect, Electrical -Plumbing 20. Shower Pan; Test, First Floor -Tub Access Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 21. Test Tub & Shower, Second Floor -Tub Access Water Well, Disconnect, Electrical, Plumbing 22. Gas Pipe; Sixe & Anchors Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Gas Test -Meters Tagged, Gas -Electric 23. Fixture & Transformer Clearance -Ins. Protection Water & Sewer Connected -C/O to Grade -HD Approval 24. Elec. Receptacles Spacing -Lights & Switches at Doors Energy Compliance Certificate -Other Certificates 25. Size Boxes & No. of Conductors Stapled Address Posted 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Card B-1 Date Card B-1 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42, Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing iingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rt1r. Ties-Purlin-RoN Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes ] No/Walks ] Yes :1 No/Planters ❑ Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 7 G ....... COUNTY OF BUTTE' ...... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 -Main Street * Chico, CA --.(530) 891-2751 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE z W/ OWNER A routine inspection above adclres4 completed. If/yIou please con a/i I PERMIT NO. indicates that the following violations of butte county Ordinances exist at the nd should be corrected. Please notice this office when correction of work is have any questions pertaining to this matter, or need additional explanation, office immediately. CIgc v, if Kv ,�Vz-ey- 2� 1-1 Af Date REV 10/92 Inspector z Z -. -.c .. .. .- ,-r .. r .. -+... R� �1. _. -� ...rr. ..-+• raiT.'�'r _- .yT•... .. ... 4`•3 •FI COUNTY OF BUTTE f ' ' ` ' BUILDING DIVISION • ` ' DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Orov'ille, CA • (530) 538-7541 Yr i. CORRECTION NOTICE V OWNER PERMIT NO. IT A routine Inspection indicates that the following violations of butte county Ordinances exist at the a above address and should be corrected. Please notice this office when correction of work is ' completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Ori• 4 3:. N rW Y Date MJ 25 Inspector REV 10/92 I ,NA"TIC3NAL FLQO 1NSUl AkNC: .PR(JC]RAM: >=xp.tr:,es July 31, 2Q02 t I -GERALD LORENZ Mp auJrnt s QQRE5S Fk JONES A &O Ung Sine: aCrdlor't3tog )•Oil P Q qNU BOX No Nc,_......... f30iJTE CjT`E Durham.. , S .... .. ........ _ .. 5 CQ 510C,k:: Psr .. iv ember,; ai. D sCnptioh •iia . RUIL �' 9 e►ftt , A�ldrbon,; Accessory stc, . ss B-Gtirrmirient�:sra2; ,.rietsaryj , o liestr .LA=. .}4 ftUt (oJ=nat�wc) WOR a 4�M .: soUtFc 1� -1:S .. Ll IYAD X983 1-1 USGS lei, Map: ! Ot[ier 51"G'ftON'B t`Lt1D IN5:Ul4J11G t2Ai= MAIC. (Ftfl'VI ::INI~gFtt►KA7ipN -. , B1; �IFIP QdtdSMtJNI T 1' tmE'.8t .GLOM(' . rt"QMWR 82i CQUNI Y .BUTTE COUNTY UNINC 06001.7 BUTTE CA Fsi4�1>[ $6: f1RA/t� EX 67; Ft1�M P. EJ: Fl DD 8 i OC?t3: iQN(? HU, ? CSA1 EFECt'f11VfSJD dATI:NE(5} (Zana F1Q uss depth of ;lvodgtg) 06007C0520: _. C APRIL.20,'2000 JUNE 8, ,1998 AE 161.8 €i1b.:lttdrt;�t�ft'te sn�r6e of`the 8sseffood Etervatlon�(�t=Pj de.� aF base flood,depth eriter�d i»:8;9;. j FtS C'rofife x JlR(N: �r (Gommundy Dtewrnrned LJ tather;(tescrlj :. i i tndrea : tlle'sB-vafiron d�it�trr< used `fctt(::6}tterDesct7be}:' 1312 1$ the D' 1`t�dtft� [0 rpt rn & Coastal J3arrr2r R$SqurcesSySt�m �CrRS)aa afOttit<nvts9??totee#2ti f4tsa.{OPA)7 J �YeI+t�tct Desigriapon tate,/A sc'Jtoly c'-:Jst�tt.arr�a lV�tic�t ttv>~>HaTtrri. (SUrtu�r flQu[tlrDp Gf eE3uttdutgf®va#olzsarebased an C�iiistructon t)tav�igs' J l J [Bu�d�ng Under Gonstruotion' iX[Firiished..C6nstretcfiQri: a new fevatrarrCertlficat wtil be requrred when construction of the budding Is complete 02 $u►tdritg Dragrsm Numt t (SeJeCt the t?urtding drag(am rnpst s�mTarto the awtidrng - 6r wird tfiisberirt&Ate ak berng egrttAlet�d = 5ee; pagas ncI 7 tf=tro dlagratn accurately ropreseilffi. the bu)Idrng„provJda a sketGf ::or ph6lograph:) Tevatsor5is Zones Aa A$.0, AE, ;AH; A twill;, t3Ft: ), VE, rri;-M~3o, V;(witn. sFE) AR,::AR� AR1AE, ARiAt ASO, Al�/Al i, a1yAo. Comple . fcertts 3 a r t Iow acenr yng to lite buttdtng i. gram spe+rtf In tt m::C2 �t#tie t dat rn .used :If: the dafttrrf ls.drff ret�t'tro r►, tie daturii: ttsod fills the BFE in Section 8; conueit:the tlatum to t>7at l,sed for,tt .l3FE Sfiti v field bleasur.eia e . s:anif datbmoonv.oMtiM =ifa�l6tttGt� Usk the st�acce:lSroV)rt;rrtfig.Ccriimenis.afea of SeCtfott.b;or5 id n G,:os<e;sproa�tate, toitcuriierirfrcktum eisriuersion;° l3aturn— Conuar�WIN_oMmeJzts __ Eleuat ,reterance maKk• 0d _RM 58 Qoag tt►s :etev8t3on refier2ric maria us t a q>Kar art the (f� , : ` &} 7`ap oibottom fioo� (rtrlvdl»g basement ar enciosge.we , 162 2 Q b)Tr�p ofnWfirgherf[oaxr /A G3 J3cctom Ot Ia�resf harizoAta4strvcti�r 1 mo ber (U xonQz flniyf _ ft {rn); ^��, �� ` 4co 0 d) Att`alehed ga±-dge {top of slabj ___ . N O. e} Cowst elt3vdn ofmachrnery andlor:squi,pmenf y oNp, 77, serv[angttre billldm� (C)escrrbe it1 a:Commetts.area;) .166 1 ;j. t) tawst adjGertt (�nt`shed) grado (tAG) 160 7 fit �r��° .z ExO. x+90-03 d 9� Mlghest ad)aeent (rilshed) grade (Fiat) 162 h) Nofiperm nentopemngs (floatl�ents) within1 ft:, aboueatl acenf:grede C� Q:i- Tota)areaof.a[Jpermanent:openings,(fload:V.en4).jn-03h/A . sq in..4sq SECTIGN EEt, t7R;ARGtITEGT CR'f tflAlitN _ 1 t� eer6fic f;on is to;be signed artd•Sealed,bya land<su�V yor', ung+h_eor or archt,t�ctauthQnied by lays ti ;-"to ify Oevwhon 16 ormat t certify that fhe rn xrn �i4n<!rr Secfi ns A 8 .and C:on tits catfrf_rcate.'represerlts my tootCEATIFIE efforts to interpret fha data + e taDie.. fundsrstend.fhatan .falSe;sfatemeritma _be unishableb :`fine orrraRt7SpilfnedFtunt1B�18iJ:;s t;ode,siicforai00i;. AMBERT O. LOWE :tICEN MSER`' RCE 59077 CIVIL ENGINEER X20 DECLA ION DRIVE I . RE lzeyrn3t1IZ'S�illi.'tlri CGC RFfiZFARF ,�L3�r~n8vr'4t 4-1 = (530) 893-1600 :1r1� t:nA:rr'4Alrtuu reTlln� oeera�ec � Durham A. 3EC70N,q. � SURVEYOR, IENG1NC R. OR ARCHITECT CERTIFICATION (CO,"NUED) Copy doth sides o this•• Elevatsdri.CerttficatefCr(S.)cammunity official. (2)`nsurance agenticompany, and (3) building owner. COMM -TBM: Rebar at south east comer tin shed attached to house. Elev. = 159.76. C3E) The lowest equipment servicing the building is the elect. Panel. The perimeter footing sits in 1.5'+/- of fill. SECTION- IG» BUILDING' ELEVAiON 1NFGRMATIO (S_URVEY:No:r RE:QUI ). POR ZONE AV ANDZ- ONE°:}t`(Wl'FMQ;[7T For Zone AO and Zone. A:(withdut:t3 ), complete: ttems�E through E4. If the F-tovatian`Gattificata js intended for use.as.suppoifi±ig int`ormation fora:LOMA,arCQMR+ $sction C mustbe cornptcted: E9. Building Diagram NumEier (Setecf the;6uilding dlag ttr.most:sitrlllar fa t*. building for wi,tefr th"ss certificate is being completed - see.pages,6.and 7. If nodlagracit aacuretely.represetnsthe :bullding, provide a sketch or pftott�g -4 h.) E2. The top of the bottom floor" 1Rcluding.basementorenci.esure)of the:b�ildigis (C)_�_abdve:oc (�� below (check onej'tre hi est�d�acent grade (tlsenatural :grade, ifeva labte:) E3, For 9tAding ;ia§* n rt $ $'With op®rings (See page; ), Ahe•neX(fiigherfloor or elevated itoor(elevation b) of: the building is t�l_ ( (t j (� �wlfrr (crxrj shave ttie, h�gtiestadtac ntgrade. C"plete Items C3 h'and G3:.i an front of form. E4 ForZ�ne AQ $nty .tf too flood depfih number #s;aveilabte, �s the top of the bottom floar.elevated in accarddrtae with:tho corztmurRyt The property mvneror bwne s au horfteii representative'who cotnpletss'Sicb6ns A,'8, G (lfenms C3 h.and C3:f bnly), and E forZ_one a (without a FEtr�€A-issued car coritrrivnrtyrissued t t~�. or oiae AO. rrtust sf r,.h2re, rhe:statements,in So: jionss A, S; C, andE ars cormrt to the best of rtmy k-nowe.. PRQFE1RTY (DWN . 3.OR.O R'S A TFiORiZED,F,ApgESE^NTATNES:NAME PipDRE 5 CITY STATE Z Cpl SjGI;bMRE DATE ON COMMENT$ 1-1 Chodk,:here if attachsstants The local official who is.autharizec3 bylaw or ord'irtance to adm(nister the:community'$ lioadplain rt sr+.agemet t ordinance -can ccompleyta Secfions A, B, C (vr Ej,:and G of this Elevation Certificate. Complete;:the appiica6ta itertZ(s)'8rtd sign below; Gt. j _l The inforrrrettorJ-iFl Seoiion C was<;taken from otherdocumentation:that has been signed afld'emtioaSed bya tfcensed'sutveyor., enginaer,:or, architect Who ts:authorized byState'or'lo'Gal law to certify:eleva€pn•ihformatipn. (Indi:bate the'source.and:datt:oflhe: elevation data in the Comnlents:area •belgw.) 02. 1__i Aoomrriunity offi6at oornpletcd`Seetlon;.E ipro.building l000ted in ZonaA (Without a FEh4At isaued•Oro*tAMunity-is8ued 8FE),6e Zone AO: G3. j__j The fdtlo�ivitig irdg&mattari (tt6MZs C,4 -G9)' is-providfed for community floodplain management purposes. f 6Kl [ 1,111caCf -- G7. TTiis permit ttasn issued.for �--�I tJew Canstruction f-1 Substantial Improvement. G8. Elevation ofos-built: low6M'floor(i6cl6din0 basement) of the building is: , . ,^_ft.(m)Datum: G9_ BFE or (in Zoi)e.A0);de0th,6ffla6din4 ai the.building site is: � ft.(m) Datum: 1 LOCAL OFFIEI 'S NAM TITLE COMMUMTYNAME TELEPHONE SIGNATURE DATE COMMENI Check here if attachrnenfs (COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 05965 • Telephone (530) 538-75A, - NO, (Rev. 12/96). APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-180-051 ZONING BUILDING PERMIT OWNER I an T HE SO. FT. OCC. BUILDING VALUATION � . OWNEAS MAILING AD KESS I 945A IMS AVE DLT-TJM CA95928 CONTRACTOR'S NAME TELEPHONE cONTRACTOWS MAIUING ADDRESS CONSTRUCTION LEND Fireplace LENDER'S MAILING ADDRESs Total Valuation 1$32,400.00 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ -104-00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 198.00 BUILDINGADDRESS I Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. I SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobitehome P Other S�U SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New )p Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work': METAT BUTT DING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ."A OR LESS 23.00 i LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 19 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 WEE200A NEW CONST. DWELLING ACC. I DOC P. OC OR ( 8 ACC. BIDS. SO 3.5¢FT. ONS N"�A6D ' -OUTLETITS 97.50 8 OURET OWELER APPARATUCIR.S Ex. Occup. OUTLET OR FIXTURES BAL p 1.5500 FIXED APPLNS. OR Ex. Occup. ounETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performalnce of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of tl4e Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number '. (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) IS I certify thIat in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith c ply with those provisions. X Date _ SiJature of Applicant - Ow ❑Contractor ❑Agent An OSHA permit is required for Kcavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ ocOC c coNST. TYPE VNTOTAL FEE $ HAz D IMP FLOOD COF PARCEL Po HD (SSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By �� PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. D e 2 Co 6 3 Date Receipt No. i o WHITE-D.D.S.-B. N 9 LW& PINK-INSPECTO GOLDENROD -APPLICANT [3 COUNTY OF BUTTE -DEPARTMENT OF DEyELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone '0038-7541 Fax (530)538-2140 PERMIT APPLICATIOI��p<ATA SHEET OWNER: l!G ICS I ASSESSOR PARC E-LNUMBER Proposed Building Use: I l.Ci i Counter Technician: Date: �^ terns required in order to apply for a permit. All boxes MUST be checked R marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the,preparer of the plans. _W ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Enginleered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. l ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or (� foundation plans, all in duplicate. �C�Ij►•7! Metallbuildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Flpor plans in triplicate. All of these must be stamped and wet -signed b tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be ndexed and returned to the Ian review line-up when required items are received. Date Received By 8. Flood) Elevation Certi icate, wet -stamped and signed, in duplicate.. t%uC-lw.....l�r'0�... ❑ 9. Plot pan and business license approval from the City of Biggs .................................... 10. Letter of intent for non-residential buildings.......................................................... �Ll! Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form ................................................... :........................... ❑ 13. Other Remaining 4/14. Fees ❑ 5. Stat( 11' . Q 16. Sani k7. City o 8. Califo ❑ 19. Plannl ❑ 20. Contac El 21. Encro ❑ 22. Pre -In ❑ 23. Conti issued I have been Applicant: 1. Index perp 2. Additional Contractor, d Contractor, d Plans review( Structural re,, Note transfer ms needed to issue the permit. (May require additional plan review upon receipt of the following items.) s shown on the attached Schedule of Fees Due Sheet ...................................... ient of Intent for Non -heated and A/C Buildings ................................ . tion and plot plan approval from the Environmental Health Department in fChico Plumbing permit........................................................................ mia Department of Forestry plan approval ❑ paid. Sent by: ...................... ng approval for (A) Use: 0 K B)Parrking: (C) Parcel Check: A Land Development about ❑ Improvements, ❑ Drainage ............................... achment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). spection for required ................ actor's license information. (Number, Name Style, Classification) ...................... r Ws Compensation Carrier and Policy Number ............................................. r -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ....................:° of Signature authorization.'.."—, ............................................................. : Jed copy of Agricultural Acknowledgment Statement .................................... Factured home utility clearance............................................................... violations and/or expi d permits.... ct.................................................. C_ ,tDAedA M ./ itl 4t;4e;4ff4ct�I, 4eyf-� Legal Owner, ❑ Check to H.C.D. $ — L�1 and hold for pickup of the above itemynd requirements for obtaining a building permit. application for the above Plan Check Letter ems re ea 11 r - • O Z ig e , owne as advised of the above data by PI one, ❑ mail, ❑ counter, by Date: igner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte5, b Date: by: Date: Plans approved by: Date: wed by: Date: Structural approved b S 30 o i Date: y: q�� Date: Yellow: Building Division 24. Worki '35_-*10wne ❑ 26. Letter ❑ 27. Recor ❑ 28. Manu ❑ 29. Existi. . O Kh Gr he issued I have been Applicant: 1. Index perp 2. Additional Contractor, d Contractor, d Plans review( Structural re,, Note transfer ms needed to issue the permit. (May require additional plan review upon receipt of the following items.) s shown on the attached Schedule of Fees Due Sheet ...................................... ient of Intent for Non -heated and A/C Buildings ................................ . tion and plot plan approval from the Environmental Health Department in fChico Plumbing permit........................................................................ mia Department of Forestry plan approval ❑ paid. Sent by: ...................... ng approval for (A) Use: 0 K B)Parrking: (C) Parcel Check: A Land Development about ❑ Improvements, ❑ Drainage ............................... achment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). spection for required ................ actor's license information. (Number, Name Style, Classification) ...................... r Ws Compensation Carrier and Policy Number ............................................. r -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ....................:° of Signature authorization.'.."—, ............................................................. : Jed copy of Agricultural Acknowledgment Statement .................................... Factured home utility clearance............................................................... violations and/or expi d permits.... ct.................................................. C_ ,tDAedA M ./ itl 4t;4e;4ff4ct�I, 4eyf-� Legal Owner, ❑ Check to H.C.D. $ — L�1 and hold for pickup of the above itemynd requirements for obtaining a building permit. application for the above Plan Check Letter ems re ea 11 r - • O Z ig e , owne as advised of the above data by PI one, ❑ mail, ❑ counter, by Date: igner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte5, b Date: by: Date: Plans approved by: Date: wed by: Date: Structural approved b S 30 o i Date: y: q�� Date: Yellow: Building Division E.N. USE ONLY ,.� Piot Pian Atnachad I-- F1602 iF166a Ran A22achad Sam I6 8ol 72 TO: Building Department •r - FROM: Environmental Health SUBJECT: Sanitation Clearance IP7 ZL Al L4 _j0&'4 � � A 2L &-.Q - k& __05_/_ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 mental Health Specialist Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541ER IT NC ?ev. •112/96) '2/ APPLICATION AND PERMIT n2-Ar'7 ASSESSOR PARCEL NUb"CR OC/0 _' GO_ O S ( y BUILDING PERMIT 6 O!'C�il . ]erryl l2 �7 SO. FT. OCC. BUILDING VALUATION OWNER � '�E�� / / _ .. ADDRESS CONSTRUCTION LENDER III NLENDER'S JAMUNG ADORESS ® AACNRECT OR ENOINEER AACNTTECT OR ENOWMS MAJUNG ADDRESS NO. BugDwc AnoREss J_ n q6 LOT NO. SlA9ONSx7NS NAME PARCEL MAP USEOFSTRUCTURE H gS Aqi _ SF O Duplex O Mobilehome O Other IFv TYPE OF WORK New ❑ Addition O Remodgi ❑ Utilities O Installation ❑ Other O Describe Work: G ( ( kA r t F�.c�o� , ►� � � G52� 'CJ ling Fee 20.06 23.00 46.00 3.5¢x°: @7.50 Ex. Occup. OVTLET OR FIXTURES I PERMIT FEE S O PERMIT Main Service G=v OR LESS 20" OR LESS Main Service IOOA To IOOOA NEW CONST: OR ADONS. DwEiLM occuP. A AeYt' a ne Fireplace Total Valuation S Filing Fee 1 $ 20.00 Permit Fee E Plan Checking Fee $ — Energy Plan Checking Fee E S PERMIT FEE S 570Z— PLUMBING PERMIT Fling Fee 0.00 Each Trap 7.00 0� Solar or heat -pump water heater 23.00 Water piping 15.00 jKY, Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.001 Building sewer I 15,00CO` Mobile Home I S I G I W F 020.00 ling Fee 20.06 23.00 46.00 3.5¢x°: @7.50 Ex. Occup. OVTLET OR FIXTURES I PERMIT FEE S ELECTRICAL PERMIT Main Service G=v OR LESS 20" OR LESS Main Service IOOA To IOOOA NEW CONST: OR ADONS. DwEiLM occuP. A AeYt' a ne ling Fee 20.06 23.00 46.00 3.5¢x°: @7.50 Ex. Occup. OVTLET OR FIXTURES I Bw W ':Se I FOCEO APPLNS. OR Ex. Occup. OUTLETS ESIO. FA . 5.00 Temporary Service - 23.00 Mobile Home Facilities I 20.00 Misc. Wirina 9s on PERMIT FEE 5 jf V , UU MECHANICAL PERMIT Fling Fee I 20.00 I Hood I 1 6.50 1 PERMIT FEE S Mobile Home Installation Fee S Energy Inspecti n Fee E CObIST 17 X PF TOT L FEES `Z D.FEES I P Q C �F P CEL This permit is hereby Issued under the applicable provisions of the Butte County Code -and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CO CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 A e _ . _ , —/" SCHEDULE OF FEES DUE • +C 1.'/211.7 PROPOSED BUILDING USE I f 14a I&d— eQ��A/.� W7, ° . BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... a ...... $ Revised Plan Checking Fee .............$ '2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential .................... x = $ # Units Amt. Commercial (sq. ft.) ............-x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 4k. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # I DATE RECEIPT # DATE-REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Z - 11 — O�— Pursuant to Government Code Section 66020, you ar�l,�by notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div.. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) t I I SO L�6 r 4i4�4N: tti: �'�3�tlaS ENGINEERING ._.....---.._.__ _-----------..,---.._.._ Civil Engineers •Planners •Surveyors STRUCTURAL CALCULATIONS PROJECT: Metal building foundation for Gerald Lorenz LOCATION: 9456 Jones Avenue, Durham, CA OWNER: Gerald Lorenz JOB NUMBER: 7884 DATE: Aug -02 CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Dept.BUTTE COUNTY gNTY DUILWIIVU TMENT LOADS: Seismic Zone: 3, APPReu^V Pf: N/A 3002— . Wind Speed: 80 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) Min. Footing Depth: 12 inches NOTES: Are Special Inspections req'd for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed .with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. Pagel of i3 v / (_r> . 0114 60p-" r It By: SM / JR Date: 8/28/02 Job No: -7 8 Page -Z of MorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure`or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions .must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE 1a1= 1.5 KSF E By: SM / JR Date: 8/28/02 Job No: -7 Page 3 of FOOTING AT GRIDS 2-3. A AND D COLUMN FORCES: Vmax 5.8 K Vup 3.9 K Hout 2.4 K TRY: FOOTING: WITH A PEDESTAL: NorthStar ENGINEERING . Ecc. 1.5 IN 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 2.5 FT WIDE BY 4.0 FT LONG BY 1.0 FT THICK - 0.0 FT WIDE BY 4 FT LONG BY 0.0 FT THICK CHECK UPLIFT: INCLUDE: 3.93 FT OF 0.33 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 0.0 FT WIDE BY 0.0 FT LONG BY 0.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 4.0 FT (LENGTH OF THE FOOTING) W = 2.5 FT (WIDTH OF THE FOOTING) T = 1.0 FT (THICKNESS OF THE FOOTING) , Lslab = 3.9 FT (LENGTH OF THE SLAB) ` Tslab = 0.3 FT (THICKNESS OF THE SLAB) Lped = 4.0 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 0.0 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 0.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 0.0 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 4.05 K DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 4.05 K >= 3.90 K OK Wdl = [(L * W,* T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (1 -cont* Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) gmax = 0.75 KSF <_ 1.50 KSF OK qmin = 0.41 KSF > 0.00 KSF OK DEPTH TO REBAR REQUIRED: b = 30.0 IN BASEPLATE DIM., Y-DIR: 11.0 IN d = 8.0 IN X-DIR: 5.0 IN DEPTH REQ'D: BEAM SHEAR 1.5 IN PUNCHING SHEAR= 1.4 IN vu / = 0.018 KSI CONTROLLING d = 1.5 IN <= 8.0 IN OK 0 By: SM / JR NOrthStar . 20 DECLARATION DRIVE Date: 8/28/02 CHICO, CA 95973 Job No: -71316-F ENGINEERING 530-893-1600 Page 4-' of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: fc = 2.5 KSI LT. WT. FACT. = 1.00 Fy = 40 KSI ULT. As REQ'D (X DIR) = 0.16 IN^2 As REQ'D (Y DIR) = 0.05 IN^2 # 4 REBAR REQUIRED = # 4 REBAR REQUIRED = HAIRPIN REQUIRED: ASSUME: Mu = 1.60 * M p MIN= 0.0020 MIN. 4/3*ULT PER W/0#4 MIN 97 UBC 1910.5.3 T & B USE: 0.72 IN^2 N / A 0.32 IN^2 Asx = 0.32 IN"2 1.15 IN^2 0.06 IN^2 N / A Asy = 0.06 IN"2 \s(regd) / 0.20 in^2= 1.6(NO. OF LONGITUDINAL BARS REQ'D.) \s(regd) / 0.20 in^2= 0.3 (NO. OF TRANSVERSE BARS REQ'D.) OUTWARD FORCE (Rout) = 2.4 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') ti TRY: LENGTH OF HAIRPIN (L) _ 0.33' EDGE OF SLAB 0.5 30 DEG. FT ALLOWABLE OUTWARD FORCE (Ha) = (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * ft * 1000)110.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 14.58 K SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE ft) = 2.5 KSI STRENGTH REDUCTION FACTOR 0.85 Ha= 7.3K > 2.4K OK TENSION IN STEEL (T) = (Hout /.2) /, COS(30) = 1.4 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.07 IN^2 WHERE YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI USE: 2.5 FT WIDE 4.0 FT LONG 1.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 4.0 FT LONG BY 0.0 FT THICK 3- #4 • LONGITUDINAL (3" CLEAR FROM BOTTOM) 4- # 4 TRANSVERSE (LONG. / TRANS. - MIN. 3 BARS AND / OR 12" O.C.) #3 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) By: SM / JR Date: 8/28/02 Job No: 7 Page S of FOOTING AT GRIDS 1.4 AND A -D COLUMN FORCES: Vmax 2.9 K Vup 4.1 K Hout 2.1 K NorthStar ENGINEERING Ecc. 1.51N 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 TRY: FOOTING: 2.0 FT WIDE BY 4.5 FT LONG BY 1.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 4.5 FT LONG BY 0.0 FT THICK CHECK UPLIFT: INCLUDE: 3.93 FT OF 0.33 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 1.0 FT WIDE BY 2.5 FT LONG BY 1.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 4.5 FT (LENGTH OF THE FOOTING) W = 2.0 FT (WIDTH OF THE FOOTING) T = 1.0 FT (THICKNESS OF THE FOOTING) Lslab = 3.9 FT (LENGTH OF THE SLAB) Tslab = 0.3 FT (THICKNESS OF THE SLAB) Lped = 4.5 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 2.5 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1.0 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 4.10 K DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 4.10 K >= 4.10 K OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) qmax = 0.44 KSF <= 1.50 KSF ' OK qmin = 0.20 KSF > 0.00 KSF OK. DEPTH TO REBAR REQUIRED: b = 24.0 IN BASEPLATE DIM., Y-DIR: 8.0 IN d = 8.0 IN X-DIR: 3.0 IN DEPTH REQ'D: BEAM SHEAR = 1.0 IN PUNCHING SHEAR= 1.1 IN CONTROLLING d = 1.1 IN vu/�= 0.011 KSI <= 8.0 IN OK By: SM / JR Date: 8/28/02 Job No: -7 6 $ 4 Page (D of FOOTING REINFORCEMENT REQUIRED: fc = 2.5 KSI LT. WT. FACT. = 1.00 Fy = 40 KSI ULT. As REQ'D (X DIR) = 0.10 IN^2 As REQ'D (Y DIR) = 0.02 IN^2 # 4 REBAR REQUIRED = # 4 REBAR REQUIRED = HAIRPIN REQUIRED: OUTWARD FORCE (Hout) _ N®rthStar ENGINEERING ASSUME: Mu = 1.60 * M , p MIN= 0.0020 2.1 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') TRY: LENGTH OF HAIRPIN (L) _ 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 MIN. W/O#4 T & B USE: 0.18 IN^2 Asx = 0.18 IN"2 N / A Asy = 0.03 IN" 2 OF LONGITUDINAL BARS REQ'D.) OF TRANSVERSE BARS REQ'D.) 0.33' EDGE OF SLAB 17 0.5 30 DEG. 4 FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHE RE 4/3 * ULT PER MIN 97 UBC 1910.5.3 0.58 IN^2 N / A 1.30 IN^2 0.03 IN^2 STRENGTH REDUCTION FACTOR (�) = 0.20 in^2= 0.9 (N( \s(regd) / \s(regd) / 0.20 in^2= 0.1 (N( 2.1 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') TRY: LENGTH OF HAIRPIN (L) _ 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 MIN. W/O#4 T & B USE: 0.18 IN^2 Asx = 0.18 IN"2 N / A Asy = 0.03 IN" 2 OF LONGITUDINAL BARS REQ'D.) OF TRANSVERSE BARS REQ'D.) 0.33' EDGE OF SLAB 17 0.5 30 DEG. 4 FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHE RE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 13.30 K SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR (�) = 0.85 Ha = 6.7 K > 2.1 K OK TENSION IN STEEL (T) _ (Hout / 2) / COS(30) = 1.2 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.06 IN^2 WHERE USE: YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI 2.0 FT WIDE 4.5 FT LONG 1.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 4.5 FT LONG BY 0.0 FT THICK 3- # 4 LONGITUDINAL (3" CLEAR FROM BOTTOM) 5- # 4 TRANSVERSE (LONG. / TRANS. - MIN. 3 BARS AND / OR 12" O.C.) #3 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) By: SM / JR Date: 8/28/02 Job No: 7 B 8 f Page: -7 of ANCHORAGE TO CONCRETE Pss = 0.9 * Ab * fut = 23856 LBS NorthStar ENGINEERING �*Pc=�*X*4*Ap*(fc)^0.5= , 26138.05 LBS Vss = 0.75 * Ab * fut = 19880 LBS IS "de" LESS THAN 10 * DIA? NO 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 EQUATION FOR "de" GREATER THAN 10 ANCHOR BOLT DIAMETERS * Vc = * 800 *Ab * X * (fc)^0.5 = 11486 LBS EQUATION GOVERNS EQUATION FOR "de" LESS THAN 10 ANCHOR BOLT DIAMETERS � * Vc = � * 2 * n * de^2 * X * (fc)"0.5 * (#AB) = 16540 LBS JUSE OTHER EQUATION * Vc = 11486 LBS 1 (Pu / PC) = 0.41 <= 1 OK 1 (Vu/Vc)= 0.62 <= 1 OK 1 / � * ((Pu / Pc)^(5/3) + (Vu / Vc)"(5/3)) = 0.68 <= 1 OK (Pu / PSS)^2 + (Vu / VSS)^2 = 0.33 <= 1 OK WHERE #AB = 1: (NUMBER OF ANCHOR BOLTS IN GROUP) DIA = 0.75 IN (DIAMETER OF ANCHOR BOLTS IN GROUP) Ab = 0.44 IN^2 (STEEL AREA OF ANCHOR BOLT GROUP) fut = 60,000 PSI (MIN. TENSILE STRENGTH OF THE STEEL ANCHOR) = 0.65 (STRENGTH REDUCTION FACTOR, VALUE OF "0.65" OR "0.85") = 1- (FACTOR FOR CONCRETE WEIGHT, IE. LIGHT, NORMAL, ETC.) fc = 2500 PSI (CONCRETE COMPRESSIVE STRESS) Lembed = 8 IN (LENGTH OF ANCHOR BOLT EMBEDMENT) Ap = 201.11 IN"2 (PROJECTED FAILURE AREA OF CONCRETE CONE) de = 9 IN (DISTANCE OF ANCHOR TO EDGE) Vup = 4.1 K (REQUIRED UNFACTORED TENSILE, STRENGTH) Hout = 2.1' K (REQUIRED UNFACTORED SHEAR STRENGTH) n = 2 (MULTIPLIER PER SECTION 19232) Pu = (1.3 * Vup * 1000) * n = 10,660 LBS (REQUIRED FACTORED TENSILE STRENGTH) Vu = 0.7 * Hout * 1000) * n = 7,140 LBS (REQUIRED FACTORED SHEAR STRENGTH) NOTE: SPECIAL INSPECTION NOT REQUIRED • •By: SM / JR i1 orthStar 20 DECLARATION DRIVE Date: 8/28/02 CHICO, CA 95973 Job No: e s 4 ENGINEERING 530-893-1600 Page 9 of °v , FAX 530-893-2113 DETERMINE AMOUNT OF CONC. SLAB ALLOWED TO RESIST UPLIFT: SLAB THICKNESS: 4 IN REINFORCEMENT: #3 AT 24" O.C. CONSTANTS: fc = 2,500 PSI fy = 40,000 PSI, b= 12 IN d= 2 1N As= 0.055 ,IN^2 FIND MOMENT FOR .ONE WIRE: row = As / ( b * d) row = 0.002292 ' Mu=phi *row*b*d*fy*[d-0.5(row*d*fy)/(0.85*fc)] Mu = 3,875 IN - # 0.32 FT - KIPS FIND LENGTH: INCLUDE 4" OF ROUND OFF AT EDGE OF FTG., AND THE LENGTH THE REINFORCEMENT WILL SUPPORT Mn = ( WEIGHT OF CONC.) * Lreinf / 2 SOLVE FOR (Lreinf) Lreinf =[2*Mu/(b/12*Tslab/12*0.15kcf)]^0.5 Lreinf = 3.59 FT TOTAL LENGTH OF SLAB TO INCLUDE IN UPLIFT (L) = Ledge + Lreinf WHERE Ledge 0.33 FT IS THE LENGTH OF ROUND OFF AT THE EDGE OF FTG. Lreinf 3.59 FT IS THE LENGTH THE REINFORCEMENT WILL SUPPORT L = 3.93 FT (USE 4'4" MAX., CONSERVATIVELY) USE: 3.93 FT OF CONC. SLAB IN UPLIFT CALCULATIONS APPLIED TESTING CONSULTANTS. Vii. October 18, 2002 i Gerald Lorenz 9456 Jones Avenue Durham, CA 95938 MATERIALS ENGINEERING TESTING AND INSPECTION Post -it® Fax Note ` 7671 Date /O ��% pages To /�� s AIFrom[ IC� / e, 3-1 Co./Dept. Co. Phone # Phone # Fax # Fax # Re: Building Pad Certification for the Lorenz Building Pad on Jones Avenue — Durham, CA Attn: Mr. Gerald Lornez We were employed to provide compaction verification on the Lorenz building pad. Due to the high non-uniform rock content in the fill material, we could not proceed with standard nuclear density testing.' Our technicians found that the soil contained in excess of 40% + 3/, inch material. This confirmed that this material was too rocky to perform any conventional testing procedures. We decided that the pad placement & grading operations would have to be monitored during construction to assure that adequate moisture conditioning. and compactive efforts were achieved. The small shop building pad (75' x.50') was constructed primarily with rocky import material, to a finished pad elevation of approximately two and one-half feet above surrounding ground. We monitored grading operations' on site from .09/03/02 to 09/23/02. We verified that the excavation was benched down to undisturbed soil. All subgrade was moisture conditioned and compacted with a vibratory sheepsfoot compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the pad. Based on witnessing much of the earthwork operations, we certify per Article 3, Sections 6735.5 and 6735.6a of the Business and Professions Code, that the pad placement was properly moisture conditioned and compacted in accordance with Chapters 18 & 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. , Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Thank you for. using Applied Testing Consultants to provide this service;?,,,,,e call if you have any questions regarding our services described above. Very truly yours, S d � f Charles W. teele -42— �' �C. Charl Senior Engineering Technician , C-03869 1/05 Staff Engineer 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 0 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 03/25/03 Client: Gerald Lorenz 9456 Jones Avenue Durham, CA 95938 Project: Lorenz Shop 9456 Jones Avenue, Durham Inspector: K. Coy Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut Impact Test turn past snug) sec 3/a" 28,000 +5% 1 1/3 DESCRIPTION OF WORK Arrived at the jobsite at 0900 hrs. to perform special inspection of high strength bolting at the Ridge & Haunch Connections. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 3/a" diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 48 bolts in the structure, all were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 highs to b%!LQlts installed in the structure have been properly tensioned in accordance with the RCSC Specie;E s9 '`,' al Joints contained in the AISC Manual for Steel Construction. Kevin Coy 'Char vobe1, Inspector C-038692 ``R - /05 Staff Engineer 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 r ENGINEERING Civil Engineers •Planners •Surveyors STRUCTURAL CALCULATIONS PROJECT: Metal building foundation for Gerald Lorenz LOCATION: 9456 Jones Avenue, Durham, CA OWNER: Gerald Lorenz JOB NUMBER: 7884 DATE: Aug -02 CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Dept. LOADS: Seismic Zone: 3 • PE Wind Speed: Soil Bearing: N/A 80 mph Exposure: C Bc�E cNTv 11LUING-MPaRrMENr VP�o oz pV� (Method 2 used, u.n.o.) 1500 psf (per CBC TABLE 184-A) Min. Footing Depth: 12 inches NOTES: Are Special Inspections req'd for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of 8 By: SM / JR Date: 8/28/02 Job No: -7 S 6 Page -Z, of NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites aee assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. . 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (g) = 1.5 KSF By: SM / JR Date: 8/28/02 Job No: -7 8:9 f ' Page 3 of FOOTING AT GRIDS 2-3. A AND D COLUMN FORCES: Vmax 5.8 K Vup 3.9 K Hout 2.4 K TRY: FOOTING: WITH A PEDESTAL: N®rthStar ENGINEERING Ecc. 2.5 FT WIDE BY 0.0 FT WIDE BY 1.51N 4.0 FT LONG BY 4 FT LONG BY 20 DECLARATION DRIVE CHICO,•CA 95973 530-893-1600 FAX 530-893-2113 1.0 FT THICK 0.0 FT THICK CHECK UPLIFT: INCLUDE: 3.93 FT OF 0.33 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 0.0 FT WIDE BY 0.0 FT LONG BY 0.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED)' WHERE: L = 4.0 FT (LENGTH OF THE FOOTING) W = 2.5 FT (WIDTH OF THE FOOTING) T = 1.0 FT (THICKNESS OF THE FOOTING) Lslab = 3.9 FT (LENGTH OF THE SLAB) Tslab = 0.3 FT (THICKNESS OF THE SLAB) Lped = 4.0 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 0.0 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 0.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 0.0 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 4.05 K DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) FW -dl= 4.05 K >= 3.90 K OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) qmax = 0.75 KSF <= 1.50 KSF OK gmin = 0.41 KSF > 0.00 KSF OK DEPTH TO REBAR REQUIRED:. b = 30.0 IN BASEPLATE DIM., Y-DIR: 11.0 IN d = 8.0 IN X-DIR: 5.0 IN DEPTH REQ'D: BEAM SHEAR = 1.5 IN PUNCHING SHEAR = 1.4 IN vu / = 0.018 KSI CONTROLLING d = 1.5 IN ' <= 8.0 IN OK By: SM / JR NorthStar 20 DECLARATION DRIVE . Date: 8/28/02 CHICO, CA 95973 Job No: -71 164- ENGINEERING 530-893-1600 Page 4- of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: fc = 2.5 KSI ASSUME: Mu = 1.60 * M LT. WT. FACT. = 1.00 Fy = 40 KSI , p MIN= 0.0020 MIN. 4/3*ULT PER W/0#4 ULT. MIN 97 UBC 1910.5.3 T & B USE: As REQ'D (X DIR) = 0.16 IN^2 0.72 IN"2 N / A 0.32 IN^2 Asx = 0.32 IN"2 As REQ'D (Y DIR) = 0.05 IN -2 1.15 IN^2 0.06 IN"2 N / A Asy = 0.06 IN"2 0.20 in^2= 1.6(NO. OF LONGITUDINAL BARS REQ'D.) # 4 REBAR REQUIRED = As(regd) / # 4 - REBAR REQUIRED = As(regd) / 0.20 in^2= 0.3 (NO. OF TRANSVERSE BARS REQ'D.) HAIRPIN REQUIRED: OUTWARD FORCE (Rout) = 2.4 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') TRY: LENGTH OF HAIRPIN (L) _ 0.33' EDGE OF SLAB 0.5 30 DEG. 4 FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)"0.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 14.58 K SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR (�) = 0.85 Ha = 7.3 K > 2.4 K OK TENSION IN STEEL (T) _ (Hout / 2) / COS(30) = 1.4 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.07 IN^2 WHERE USE: YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI 2.5 FT WIDE 4.0 FT LONG 1.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 4.0 FT LONG BY 0.0 FT THICK 3- # 4 LONGITUDINAL (3" CLEAR FROM BOTTOM) 4- # 4 TRANSVERSE (LONG. / TRANS. - MIN. 3 BARS AND / OR 12" O.C.) #3 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) By: SM / JR Date: 8/28/02 Job No: 7 6 8 f Page S of FOOTING AT GRIDS 1.4 AND A -D, COLUMN FORCES: Vmax 2.9 K Vup 4.1 K Hout 2.1 K TRY: FOOTING: WITH A PEDESTAL: r ®rthSt r 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 530-893-1600 FAX 530-893-2113 Ecc. 1.51N 2.0 FT WIDE BY 4.5 FT LONG BY 1.0 FT THICK 0.0 FT WIDE BY 4.5 FT LONG BY 0.0 FT THICK CHECK UPLIFT: INCLUDE: 3.93 FT OF 0.33 FT SLAB IN ALL DIRECTIONS & CONTINUOUS FOOTING: 1.0 FT WIDE BY 2.5 FT LONG BY 1.0 FT THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 4.5 FT (LENGTH OF THE FOOTING) W = 2.0 FT (WIDTH OF THE FOOTING) T = 1.0 FT (THICKNESS OF THE FOOTING) Lslab = 3.9 FT (LENGTH OF THE SLAB) Tslab = 0.3 FT (THICKNESS OF THE SLAB) Lped = 4.5 FT (LENGTH OF THE PEDESTAL) Wped = 0.0 FT (WIDTH OF THE PEDESTAL) Tped = 0.0 FT (THICKNESS OF THE PEDESTAL) Lcont = 2.5 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1.0 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1.0 FT (THICKNESS OF. THE CONTINUOUS FOOTING) Wdl = 4.10 K DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 4.10 K >= ' 4.10 K OK . Wdl = ((L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (1 -cont * Wcont * (Tcont - Tslab)) * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) qmax = 0.44 KSF <= qmin = 0.20 KSF > DEPTH TO REBAR REQUIRED: b = 24.0 IN BASEPLATE DIM., Y-DIR: 8.0 IN d = 8.0 IN X-DIR: 3.0 IN DEPTH REQ'D: BEAM SHEAR = 1.0 IN PUNCHING SHEAR= 1.1 IN CONTROLLING d = 1.11N 1.50 KSF OK 0.00 KSF OK vu/�= 0.011 KSI <=' 8.0 IN OK By: SM / JR Date: 8/28/02 Job No: -7 B $ 4' Page (D of FOOTING REINFORCEMENT REQUIRED: f'c = 2.5 KSI LT. WT. FACT. = 1.00 Fy = 40 KSI , p MIN = ULT. MIN As REQ'D (X DIR) = 0.10 IN^2 0.58 IN^2 As REQ'D (Y DIR) = 0.02 IN^2 1.30 IN^2 iV®rthStar ENGINEERING ASSUME: Mu = 1.60 * M ' 0.0020 4/3 * ULT PER 97 UBC 1910.5.3 N/A 0.03 IN^2 I# 4 REBAR REQUIRED = As(regd) / 0.20 in^2= 0.9 #4 REBAR REQUIRED = As(regd) / 0.20 in^2= 0.1 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 MIN. W/O#4 T & B USE: 0.18 IN^2 Asx = 0.18 INA2 N / A Asy = 0.03 IN"2 OF LONGITUDINAL BARS REQ'D.) OF TRANSVERSE BARS REQ'D.) HAIRPIN REQUIRED: 0.33' EDGE OF SLAB OUTWARD FORCE (Hoot) = 2.1 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY. 0.5 (ASSUME SLAB THICKNESS OF 0.33') 30 DEG.. TRY: LENGTH OF HAIRPIN (L) = 4 FT ALLOWABLE OUTWARD FORCE (Ha) = (Vconc) * 11.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (t + (L * 12) * COS(30)) * t / 1000 = 13.30 K SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR (�) = 0.85 Ha = 6.7 K > 2.1 K OK TENSION IN STEEL (T) = (Hout / 2) / COS(30) = 1.2 K AREA OF STEEL REQUIRED (Astl) = T / (Ft) = 0.06 IN"2 WHERE YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) _ + 20 KSI USE: 2.0 FT WIDE 4.5 FT LONG 1.0 FT THICK WITH A PEDESTAL: 0.0 FT WIDE BY 4.5 FT LONG BY 0.0 FT THICK 3- # 4 LONGITUDINAL (3" CLEAR FROM BOTTOM) 5- # 4 TRANSVERSE (LONG. / TRANS. - MIN. 3 BARS AND / OR 12" O.C.) #3 BY 9.0 FT LONG HAIRPIN (TOTAL LENGTH) ri By: SM / JR Date: 8/28/02 Job No: 7 B 8 `f' Page: -7 of ANCHORAGE TO CONCRETE Pss = 0.9 * Ab * fut = 23856 LBS CPc=�*X*4*Ap*(fc)^0.5= Vss = 0.75 * Ab * fut = NorfhStar ENGINEERING 26138.05 LBS 19880 LBS IS "de" LESS THAN 10 * DIA? NO 0 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 EQUATION FOR "de" GREATER THAN 10 ANCHOR BOLT DIAMETERS , � * Vc = � * 800 *Ab * X * (fc)^0.5 = 11486 LBS EQUATION GOVERNS EQUATION FOR "de" LESS THAN 10 ANCHOR BOLT DIAMETERS �*Vc=�*2*n*de^2*X*(fc)"0.5*(#AB)= 16540 LBS * VC = 11486 LBS (Pu/PC) = 0.41 <= 1 OK 1 / * (Vu / VC) = 0.62 <= 1 OK (Pu / Pc)^(5/3) + (Vu / Vc)^(5/3)) = 0.68 <= 1 (Pu / Pss)^2 + (Vu / Vss)^2 = 0.33 <= 1' OK WHERE USE OTHER EQUATION OK #AB = 1 (NUMBER OF ANCHOR BOLTS IN GROUP) DIA = 0.75 IN (DIAMETER OF ANCHOR BOLTS IN GROUP) Ab = 0.44 IN"2 (STEEL AREA OF ANCHOR BOLT GROUP) fut = 60,000 PSI (MIN. TENSILE STRENGTH OF THE STEEL ANCHOR) = 0.65 (STRENGTH REDUCTION FACTOR, VALUE OF "0.65" OR "0.85") = 1 (FACTOR FOR CONCRETE WEIGHT, IE. LIGHT, NORMAL, ETC.) fc = 2500 PSI (CONCRETE COMPRESSIVE STRESS) Lembed = 8 IN (LENGTH OF ANCHOR BOLT EMBEDMENT) Ap = 201.1 IN"2 (PROJECTED FAILURE AREA OF CONCRETE CONE) de = 9 IN (DISTANCE OF ANCHOR TO EDGE) Vup = 4.1 K (REQUIRED UNFACTORED TENSILE STRENGTH) Hout = 2.1 K (REQUIRED UNFACTORED SHEAR STRENGTH) n = 2 (MULTIPLIER PER SECTION 1923.2) Pu = (1.3 * Vup * 1000) * n = 10,660 LBS (REQUIRED FACTORED TENSILE STRENGTH) Vu = (1.7 * Hout * 1000) * n = 7,140 LBS (REQUIRED FACTORED SHEAR STRENGTH) NOTE: SPECIAL INSPECTION NOT REQUIRED By: SM / JR N ®rth Sta r 20 DECLARATION DRIVE Date: 8/28/02 CHICO, CA 95973 Job No: O 86 ENGINEERING 0 530-893-1600 Page ¢R of u FAX 530-893-2113 DETERMINE AMOUNT OF CONC. SLAB ALLOWED TO RESIST UPLIFT: SLAB THICKNESS: 4 IN REINFORCEMENT: #3 AT 24" O.C. CONSTANTS: fc = 2,500 PSI fy = 40,000 PSI b= 12 IN d= 21N As= 0.055 IN"2 FIND MOMENT FOR .ONE WIRE: row = As / ( b * d) row = 0.002292 Mu= phi *row* b*d*fy*[d-0.5(row*d*fy)/(0.85*fc)]' Mu = 3,875 IN -# 0.32 FT -KIPS FIND LENGTH: INCLUDE 4" OF ROUND OFF AT EDGE OF FTG., AND THE LENGTH THE REINFORCEMENT WILL SUPPORT Mn = ( WEIGHT OF CONC.) * Lreinf / 2 SOLVE FOR (Lreinf) Lreinf =[2*Mu/(b/12*Tslab/12*0.15kcf)]^0.5 Lreinf = 3.59 FT TOTAL LENGTH OF SLAB TO INCLUDE IN UPLIFT (L) = Ledge + Lreinf WHERE Ledge 0.33 FT IS THE LENGTH OF ROUND OFF AT THE EDGE OF FTG. Lreinf 3.59 FT IS THE LENGTH THE REINFORCEMENT WILL SUPPORT L = 3.93 FT (USE 4'-0" MAX., CONSERVATIVELY) USE: 3.93 FT OF CONC. SLAB IN UPLIFT CALCULATIONS NATIONAL FLQOD iN$UR141+ICE PRC?GRA �}w� i/q` �atpCrgs ,JWy`�i, X0:02 ECTTQN A i?Rt3F1rRY OWNFJt iIVFORhttA'ftaN rl;G�q B Bt1 G Q ... ERS' _ GER _ '�- Y•*., ALD LORENZ " OU.ILDI G-S"tRt�E'F DRESS`(Irrdtsdirxj Un+t Surte..ar+d/gr .. Iyo 7 t3K P O ; + 945 TONES AVE � ' � BC} :NO' �- �3 Aa:�Ml 'Durham 5 M o -,: enI, f+tcre05+. enk1 d�cn,;Aabesboiy, Atc se a Cbmments<erda,.,lfa?eeesSary) - • Na Desiha - !1.A F.tl. f4tiiAL (C)isTlQM A4) : FtaRiZgNTAt; D T11M S.0 RG£ . I ., Ps yp > 4927 I✓:f;W 1983 sic r ta1V.;t3 1=LGH5b INSURANd r 4, :iW '(FfRM)::jfilt*al MA7t0N: - 81:. W--. P:: - MMUN NAMF-A,. Il Y 1UMR3 n82. {�UtVTY. W `SYAi BUTTE COUNTY UNINC 060017 BUTTE CA " - PIkfi1F.L F11 13S°:tIFiM1 87'Et1ZM EL SS FR Oq S LC70E3:. FJN NUMB t TF.' .. G"F(till:/R1=11fs 0 I}AiE OM>_(Sj (Zang Ali use tletsth bf7l sd ) 06007C0520 C APRIL 20, 2000 JUNE 8, 1998 AE �9 $ta -OWfhe se oitti'8ssefood Elevat+on (8l=E) d�:(a or base hood depth enterf irk B9. 161. I;:,Tj F1S' Qrofife I X j i^IR(vi jr.•1 Gernmunity Detat�nined :l,.j Qther (Descr►b:e"y $11 indlc the sfeva[►on daturn used for the F� ,rt 139 1_Y N�yb 4.929 j —f IJA�Ia .1 g8 i�-I Gthar. (Describe} �..�- 612 Is:tfte bll+f_dtit foGdted ig CoaStaf 8arner: t�urces Stam CBR a Gr Othe?w,lse (srz}teat A(ea QPA)? �j Yep. IXI 1Vice fees+gnatlgr� Date; N/A SEG"f1ONO BUft.D(NC Et.VAt1O1::tN1~�R1VlRTICN. ($UFt�TEY RFtt![RED) Cf Buirding et�va6arts afe t3ased oto f �jGoristrcrct,on Dravtigs� jYlBtiydlnd Under Coristrwun Fuiiheo Cansitrtoiron, + `A;new Stew flert ectifluat w+11 tie required wh - h consfrvcf3on aP tfze bui(dirtg is complete G2 $uitdirtg Dram Member (select the buildmg diagram ntiast.s,m�larto the nuitdlrtg for vsrhlch:tfits� i >lificate Is: 4@ing r misieC .d -:see; page& 1~i and 7 i{ tro diagr'din ac utately rofffo it"s the #%u id�ng .prov.Idaa s�etGh..tir phut ,g.raph.) C3, EtevatrotSS — Zones A f A30, AE, AH, A (with Bi=E),:'Vtr Vi V30, U (Wffh B1'E) AR, AR/A, ALAE, AffA1 A30; gR(;4H AWtQ ompfete fterlt � a r below acco"rdsng to the bultdmg dl gr;a spe rfi�d rr Item C2: gtate::the detain u d.-:lf he datur>� is: iiferent'irom tkis datum tt+5�d h r the B.FE In Section t,, . V,6 t:ttie 4011OM to ihat;�sed for:it u;BFE . Show::freid iiieasfr,w rits#`n: dat6v.q:Q'Qh4e on i:atcu[dt�orf Uc the space-(aVi+fdei ortt�n. Conirrt:nts.aea of 5e6.gc� Aer 59r�ti�ii;G,:as<ppropti;te ft�ticcumeiirfhe dlurrccrtrrei 6n; 'batUm ..— _. ConvErsioMComftte�fs •� ...... ,. t2vatx reference mark used RM 58' Lloes th.eleYBtiori reter2ce'mark:.used appeardn ate FiF i—fo ;CI` a} Top:gf bbttorrt ftacr.(fnclycifn(} basement or.enc4oscrej 161 8. Q p) %Yp of n ct kt+gFtOrhoar C1 '�}ot�4tFrrn of la�+crci ho�zoettal atrueti,r�t rn�ntib�� (U �6riQ� enlyj - ft (1"n) � � ��1 �/�/ �� cf} a 6,' ied arra a to ofslaa " L?',e} Lowest eievatlon of macFllnery andlor equi'1 t hi Senrtangilxe titil(dln� (Oescfib2 Iii a CommeJtts, area.) 161 8 ft (mj �`�, • M — tv: °0 Lpwe 't d- {fto, ed) grade (1AG) 159.4, 0 9j Htghe&tadiacent (finished) grade (NAG) 160.0 h) Na of permanent openings (Good vbnts) within ! R above an'aeent grade N/:A ' C3::{} Tatai afea of elf permanent opera Vs flood vents} in G3 h _1`�/A sq in (sq crrx). slw. �N.t),.• SURY£YOfi, ENGINEER, QRARCi'iITIMGT C R'Ii- Ti�ts rerttt 4 f dr+ �s to:be stgneti attd sealed by a Is - :sUr0+ayo engrheer ora cititect:aufh�?r�zed by l`avl fts. rt fy ldv'aiion infafmati¢tz: (er#fjr fhat;tlie rnfarrnaGort.'In Seci�o`ns A:.B and C.an U+rs cerCats.repesents myet.effvrls to inferprefflta dela auaifatil8. i urzdarstand:ihai an ;.fafse-slalem®rr;;m8 .bss unrsha8le b: .fine orii�iRrrsonrnen#under 78 tl'S Cvde.rston: i0.0'f: LAMBERT O. LOWS LIGEN Rib- R' RCE 59077 CI.VIL.ENGINEER C,OMpM • �AMENORTHSTAR ENGINEEKINU • . _ CHIS iAT€ Z�tpp p 20.DEC RATION DRIVE COy A XF DE REA.rE ONE _ 8-9-0Z (530) 893-1600 FRA'RiS:.�rirmRl.2S :.tell:''rtr'FCGC�RIYFR'C�CiFlG't-"f1iJ:f`Rli�fT.lAIL1.A'T'I't'1�t d3'CDI Ar^�. A'f'1':eCfr..tetn(ie'Grtilri�aeri a' IMPORTANT- 110, copy the' cc"s�pqpdjng iff6ftatiorl froM.Sectlon A. FM IPO�, , P29qmr— IM - IAM - -'At Durham ;SECTJOR:D - SURVEYOR, IENGINEFEROR ARCHITECT CERTIFICATION (CO.NTINUOL) 0.6 -olh.,s p yb 0044f y OO -TBM: Rebar at south east comer tin shed attached to house. Elev. = 159.76. Oor-zQrie-A0-and Zone -A.(Vith*Ut.*IFa),,qprlpfpt,-'Iterns>El,.throu.ghE4.. [t-ttio.,tkevoVdh.Certificate itintended for use.as.tupp'i orrIng co led' i -0gro t El: 'Buildl diq6r�arn 14umlipar 6h M 6t see pages f anis 7 mitpr th building i b -if rto dlagrMi accunitety.TpMefttp1he-buiIdiry ,proy!O#o:sketo=fjr-phqto, rap -the ft bm,ii6b�i��6 1r.jg:."sernqntoreo6osuFq)o he)60din&_jjn-(qth),- L-1 P. r. 'J"I low- ava lablo'.). (ch*l�*c��*�'.1�,a!,.��hedi*-idiae6iit:.oe6de......(.Us-e natural: rade, ; ForBtitfdingt iagrams", With *6. trigs (pee 004s.. Ah next4h! herflogr orelevated floor (elevation -6)%of the buildrtg is tCOAd&.'CoMp.16t&ltemv.C3ibiand C3.ijoryfront ofform. E4;`Fot Zero AQ only 111, i10 flobd'&ptti number Lsav . able f0heAop oF,the-bottom .floor el`evatodim;p(;Wrdanoe Wfththe ceomtqunit ;s ... ....... completes Sections A;.'S, C Items C3'iKand C3-. only), and E fdfZone,A -,blii ins o--- (WrthWtO,FEMA-455V6d 7.ht.-statenientsin. :,3dclions.A, B, -C, and E are. carrect.fo the ba-st2f=:Mvwi$dge.: 'P.RQFI.5RTY,CWNEFrS.GR-.'OVVNERS,AUTM6RFLED: RURRESEWATIVEMNAME nQRM 9TATE ZIP -D RE DATE T.ELEPRUNEF- GOMMENT$' SECTIOP4.a,-CqMMUNITYi?tFORMATION,(PPTION!�4) The 100*41 �Of'1a18&vAQ is -a UihodZed by - law or. ordna nce-th, administer the:corn munity's floodplain management ordinance can complete tWl'ons,A,S;C(or-E),-an.d,G,ofthis .:Eievation:Cer6.ficote. Completethe apolicablt-itern(s)-and sign below. 4yallmns7adsurveyor„ ertiginear,.oi architect who ts:aythq6z!94 by,statis;qr local (IndibaW-.the elevabbn.;da'taln the comments-areawbetow-) (aZ, j_jA'Cornmunnity offi'ciw 4'6mptctivd cGbon E for zt building l'9cRftd In Zone PA (without a;FEMA i*zued- or comm- u nAy-ioaLie4 c; Zon6AO. G3-1 (The f6II6aing ihfcinrbtion (It6ms,G4- G.S). � provided f.br community floodplain management purposes. Substantial Improvement +38. Eleyatibn of tis-built*10)0,veSt'fioof (including basdrfie6t).6-f ihe:'building.is- ft.(M) Datum: ' � 'r " Oq-8FE6i#aZ6�e, '0-4p .61"flooding at the: building site is: ft.(M)Datum: LOQALQFFIGIAL'S NAME TITLE COMMUNITY t�WME TELEEPHONE' SIGNAYORE NAW COMMENTS 1-1 .Check ,here if attachments a4 4111 rLM S SUNWARD CORPORATION Metal Building Systems 700 13a'Ave S.E., Jamestown, ND 58401, (701) 252-7390 JOB NAME: Gerald Lorenz LOCATION: Durham, .CA 94-5-& jc>a/C`S ftp' DESCRIPTION: 30'x60'x 12' PO NO.: G26965 DATE: 07-02-02 CALCULATIONS & DETAILS PROJECT ENGIN Rama Adhikar: 0 Registered Professional A- I �?- pFESSI.o �NT A q_ p�,, IO 40154 CAUF�P . BUTTE COUNTY BUILDING DEPARTMENT APPROVED 830/0 z (f JOB: Go?& 965 TABLE OF CONTENTS DESIGN CALCULATIONS DESCALC.OUT (1 -9 ) -NOTES AND HAND CALCULATIONS DESCALC.OUT (la- 1A) FRAMING SUMMARY FRAMSUM.OUT (1 -7) ROOF DESIGN ROOFDES.OUT (1 -)S) FRONT SIDEWALL DESIGN SWDES-F.OUT BACK SIDEWALL DESIGN SWDES-B.OUT LEFT ENDWALL DESIGNEWDES-L.OUT RIGHT ENDWALL DESIGN EWDES-R.OUT RIGID FRAME DESIGN #1 RFDES-1.OUT RIGID FRAME DESIGN #2 RFDES-2.OUT 6/28/2002 C:\MBS J0BS\G26965\DesCa1c.out STRUCTURAL DESIGN CALCULATIONS FOR G26965 BUILDING DATA Width (ft) = 30.0 Length (ft) = 60.0 Eave Height (ft) = 12.0/ 12.0 Roof Slope (rise/12 ) = 1.00/ 1.00 Dead Load (psf ) = 2.2 Roof Live Load (psf )_ 20.0/ Frame Live Load (psf )= 16.0 Collat. Load (psf ) = 0.0 Wind Speed (mph ) = 80.0 Wind Code = UBC 97 Closed/Open = C Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Zone = 3" Seismic Coeff (Ca) = 0.36 1 Designer = 6/28/02 Pa ge 1 NvrES ; 1) 5TUI3 AFia'D (9 .307-N ENA wALL,s & 2(o 9� s 30xCoU x/2 80 9 % .3 ANCHOR BOLT SETTING PLAN NOTE- All Bose Plates At 100'-0' (U.N.) ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN SOrETIN�c , ARENBALBUILDING MMnUR E& SHEETING DESCRIPTION Qcwj __ . __ .._ _ _..._..__ _._._ ROOF SHEETING, 26 GA. HI -RIB COLOR, RC = k BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A MINIMUM STRENGTH IB' 2500 P.S.I. AT 28 DAYS. L BASE PLATE SIZES ARE 3' x S' UNLESS NOTEIX WALL SHEETING, 26 GA. HI -RIB COLORi WC = L ALL REACTIONS ARE GIVEN IN KIPS (1000 LBSJ. �. VALKDODRS, WINDOWS. VENTS, LOUVERS, LIGHT PANELS, LIN AND KITS ARE TO BE FIELD LOCATED,_UNLESS NOTED. REFER TRIM COLOR, TC = BUYEIL CUST. DESCR% 30.0 x 60.0 x 12.0 SITE SCALES NOW P.O. - G26965 O Din= 3/4' DRAWN Sri 6/18/02 M12 CHECK BYE DES ENG. SHEET NO. At OF 3 A Ck General Notes For Seismic Calculations - UBC 1997 (1`iBS) P.O.;r Date: Section 1630.2 Static Force Procedure Design Base She -=-r:. S V=2 CaI. *W R where: Structural System Coefficient R. Page (E(zruation 30-5) (Table 16-N) OMRF:(Ordinary Moment Resisting Frame) R = 4.5 **In LA County 1999 Building Code** OMRF: R ='4.0 OBF:(Ordinary Braced Frame) R = 5.6 Seismic Coefficient C. Seismic Zone.l: Seismic Zone 2A: Seismic Zone 2B: Seismic Zone 3: Seismic Zone 4: Importance Factor I I = 1.00 (Table 16-Q) Ca = 0.1_9 Ca = 0.30 Ca = 0.34 C_. = 0.36 -� Ca = 0.44 * Na Ca = 0.572 (Table 16-K) Because of programming constraints, when using the L3 County 1999 Building Code, the Importance Factor, I, will equal 1.13 to compensate for the reduced R value of 4.0. Total Seismic Dead Load W The dead load is assumed to be 5.45 psf. If the roof snow load is greater than 30 psf, a percentage of that load is included in the total seismic dead load as required in the 1997 UBC, page 2-13. Due to unknown soil properties., soil profile Type Sp is used for Seismic Sones 3 and 4 and Sr is used for Seismic Zones 1, 33), and 8. Due to the absence of jtrLli'tural lrreglllarltie-S, the Near- :.OlArCe 1-7'3Ct:0L: N, C.L:Om Table 11i-5iv 1.3 in Seism-o[Zl'7 .J an'a 4. C4 C, Section 1612.3 Load combinations. On all load calculations "L" is divided bV 1.4. Section 2213.4.2 Member strength For members in axial tension: pst=rj,<n (rods only) For cable bracing, the allowable axial load is 1-t of the rated breaking strength of the cable. Section 2213.6 OY-RF requireaments The following load combination is used for fully re..r f l restrained (-Type F.R. or Tyne 1) connections: DL - LL - Q, - E. Where: S2, = 2. 8 E = The earthquake load on an element of the structure Section 2213.8.2 Bracing members in Seismic Zones 3 and 4, the 1/r ratio for bracing members shall not exceed 720/-\IF,;except as permitted in Section 2213.5.5. Section 2213.8.3 Bracing connection I Bracing connections are designed to have the strength to resist i the least of the following: 1. The strength of the bracing in axial tension, Pst. ?- 0L times the force in the brace due to design seismic force. 3. The maximum force that can be transferred to the brace by the system. Where: Seismic Force Ainplification Factor n, (Table 16-N) OBE: Section 2213.8:5 Cine- and two-story buildings R `raced frames not meeting the requirements of Section 2213. S .2 may be used in buildings not oder two stories in height and in roof structures as defined in Chapter 15 if the braces have the strength to resist 0. times the design_ seismic forces. Original Document 2repared:06/00/2000 Revision Date: e 6/28/2002 Des Cal c. out Page 2 G26965 Design Loads For Each Building Component 6/28/02 10:31am FRONT SIDEWALL: --------------- WIND PRESSURE/SUCTION: Wind Wind Wind Wind Wind Suct Long Press Suct Long -15.6 15.6 -15.6 .. Girt/Header 20.8 -20.8 .. Panel 15.6 -15.6 .. Jamb 22.6 -22.6 .. Parapet BACK SIDEWALL: WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long Collateral Basic 15.6 -15.6 .. Girt/Header 20.8 -20.8 .. Panel 15.6 -15.6 .. Jamb 22.6 -22.6 .. Parapet LEFT ENDWALL: -------------- BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio 2.2 20.0 0.0 0.0 17.4 1.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 15.6 -15.6 .. Column 15.6 -15.6 .. Girt/Header 15.6 -15.6 .. Jamb 20.8 -20.8 .. Panel 22.6 -22.6 .. Parapet L WIND COEFFICIENTS: Surf Rafter _ Wind _1 Rafter -Wind -2 Bracing Wind Long Id Left Right Left Right Left Right Press 1 0.80 -0.50 0.80 -0.50 0.80 -0.50 0.00 2 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 3 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Load Id Dead Collat Snow Left Right Press Suct Surface Friction 0.00 0.00 0.00 0.00 I Aux I Id 6/28/2002 DesCalc.out Page 3 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0 Left 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0 -0.70 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 -0.50 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 Wind 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 1 8 1.00 1.00 .0.00 0.00 0.00 0.00 0.00 0 RAFTER DESIGN LOADS: 1.00 0.00 3 1.00 0.00 0.50 0.00 No. Load 1.00 Live/ Rafter_Wind.l 0.00 0.00 Rafter_Wind_2 0.00 Aux Load Id Dead Collat Snow Left Right Left Right Id 7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0 1.00 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 - 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Live Snow Collateral Basic Wind -Load Load Load Load Load Wind Ratio 2.2 20.0 0.0 0.0 17.4 1.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 15.6 -15.6 .. Column 15.6 -15.6 .. Girt/Header 15.6 -15.6 .. Jamb 20.8 -20.8 .. Panel 22.6 -22.6 .. Parapet WIND COEFFICIENTS: Surf Rafter_Wind_1 Rafter_Wind_2 Bracing Wind Long Id Left Right Left Right Left Right Press 1 0.80 -0.50 0.80 "-0.50 0.80 -0.50 0.00 2 -0.70 -0.70 . -0.70 -0.70 -0.70 -0.70 -0.70 3 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 = COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Load Id Dead Collat Snow Left Right Press Suct - 8 1 1..00 1.00 1.00 0.00 0.00 0.00 0.00 2 -1.00 0.00 0.50 0.00 0.00 1.00 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Surface Friction 0.00 0.00 0.00 0.00 Aux Id 0 0 0 0 0 0 0 0 6/2812002 Wind Wind Press Suct Suct_R DesCalc.out -17.4 .. Purlins 0.0 Page 4 RAFTER DESIGN LOADS: Loads Id Dead Collat Snow Press Suct No. Load 2 2 Live/ Rafter 1.00 Rafter_Wind_2 0.00 Aux Load Id Dead Collat Snow Left _Wind _1 Right Left Right Id 7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 ROOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface Load Load Load Load Wind Ratio Friction 2.2 20.0 0.0 0.0 17.4 1.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_R 0.0 -17.4 .. Purlins 0.0 -22.6 .. Panels 13.9 -8.7 -12.2 .. Bracing PURLIN DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 3 2 1 1.00 1.00 1.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0 BRACING DESIGN LOADS: Surf No. Des Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id 2 4 1 1.00 0.00 0..00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 . 1.00 0.00 0.00 0.00 0 3 4 1 1.00 0.00 0.00 1.00 1.00 0 2 1.00 0.00 0.50 1.00 1.00 0 3 1.00 1.00 1.00 0.50 0.50 0 4 1.00 1.00 0.00 0.00 0.00 0 RIGID FRAME #1: --------------- BASIC LOADS: Dead Live Snow Collateral 2.2 16.0 0.0 0.0 WIND COEFFICIENTS: Surf --Wind 1-----Wind_2--- Id Left Right Left Right 1 0.80 -0.50 0.80 -0.50 Basic Defl Seis Weak _Axis -React Wind Ratio Load L_Col R_Col 17.4 1.00 0.3 0.0 0.0 Surface Friction 0.00 6/28/2002 DesCalc.out Page 5 2 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 •-0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 0.00 DESIGN LOADS: -------------------- Load --------------=---- No._Des Load Live/ Live _Coefficients ---Wind 1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 19 1 1.00 1.00 1.00 0.00 0.00 0.00. 0.00 0.00 0.00 0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00. 0.00 0.00 0 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 9 1.00 0.00 0.00 0.00 0'.00 0.00 0.00 1.00 0.00 0 10 1.00 1.00 1.00. 0.00 0.00 0.00 0.50 0.00 0.00 0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 15 1.00 1.00 0.00 0.00 0.00 0.00 0..00 0.00 -1.00 0 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 17 0.00 0.00 0.0.0 0.00 0.00• 0.00 0.00 0.00 -1.00 0 18 1.00 1.00 1.00 '-0.50 0.00 0.00 0.00 0.00 0.00 0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0 6/28/2002 DesCalc.odt Page 6 G26965 Reactions, Anchor Bolts, & Base Plates 6/28/02 10:31.am BRACING/PANEL SHEAR REACTIONS: ------------------------------ -------Bracing(k )-------- Panel ---- Foundation Loads (k) ---- --------- ----------------- Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line ----- Line Id Horiz ----- Vert Id Horiz Vert No. Diam Width Len Thick 1 -- ----- D .7 0.00 ----- 2.15 -------- 8 0.00 ----- -2.08 --- 2 ----- 0.750 ----- 5.00 ----- 6.50 ----- 0.250 1 C 9 0.95 -1.19 10 -0.95 -1.19 2 0.750 5.00 6.50 0.250 - 3 0.00 2.91 7 0.95 -2.03 1 B 9 0.95 -1.19 10 -0.95 -1.19 2 0.750 5.00 6.50 0.250 3 0.00 2.91 1 A 3 0.00 0.59 10 0.00 -0.21 2' 0.750 5.00 6.50 0.250 4 A 3 0.00 0.59 10 0.00 -0.21 2 0.750 5.00 6.50 0.250 4 B 9 0.95 -1.19 10 -0.95 -1.19 2 0.750 5.00- 6.50 0.250 3 0.00 2.91 4 C 9 0.95 -1.19 10 -0.95 -1.19 2 0.750 5.00 6.50 0.250 3 0.00 2.91 4 D 3 0.00 0.59 10 0.00 -0.21 2 0.750 5.00 6.50 0.250 *2 D 1 2.37 4.54 2 -3.85 -3.85 4 0.750 5.00 11.00 0.500 3 1.72 5.77 *2 A 4 3.85 -3.85 5 -2.37 4.54 4 0.750 5.00 11.00 0.500 3 -1.72 5.77 6 3.85 -3.85 ------------------------------------------------------------------------------ *2 Frame Lines : 2 3 Load Load Id Combination ---- 1 ------------------------------ DL+CO+LL+WR1/2 2 DL+WL1 3 DL+CO+LL - 4 DL+WR2 5 DL+CO+LL+WL1/2 6 DL+WR1 7 DL+LL/2+WR2+WS 8 DL+LL/2+WL2+WS 9 DL+WRI+WS 10 DL+WP BRACING/PANEL SHEAR REACTIONS: ------------------------------ -------Bracing(k )-------- Panel 6/2812002 DesCalc.out Page 7 ---Wall-- Col ----Wind---- --Seismic--- Shear Loc Line ---- Line Horz Vert Horz Vert (lb/ft) ---- 1 ----- D ----- ----- 1.38 1.99 ----- 0.66 ----- ------- 0.95 Horiz C 1.38 1.99 0.66 0.95 A 2 ,3 2.14 1.08 1.73 0.87 4 B 1.38 1.03 0.66 0..49 ----- 1.11 C 1.38 1.03 0.66 0.49 D 4 ,3 2.14 1.08 1.73 0.87 ------------- •G26965 -0.73 Additional Reactions Report 6/28/02 10:31am Rigid Frame Column Reactions ---------------------------- Frame Col ---Dead--- Collateral ---Live--- -- Live R -- -Wind L1-- Line ----- Line ------ Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert *2 D ----- 0.25 ----- 0.97 ----- 0.00 ----- 0.00 ----- 1.46 ----- 4.80 ----- 0.73 ----- 1.11 ----- -4.10 ----- -4.82 *2 ------------------------------------------------------------------------------ A -0.25 0.97 0.00 0.00 -1.46 4.80 -0.73 3.69 -1.31 -2.47 Frame Col -Wind -- -Wind -- -Wind -1.55 Seismic_L- Seismic - Line ----- Line ------ Horiz _R1 Vert Horiz _L2 Vert Horiz _R2-- Vert Horiz Vert Horiz _R Vert *2 D ----- 1.31 ----- -2.47 ----- -4.10 ----- -4.82 ----- 1.31 ----- -2.47. ----- -0.30 ----- -0.24 ----- 0.30 ----- 0.24 *2 --------------=--------------------------------------------------------------- A 4.10 -4.82 -1.31 -2.47 4.10 -4.82 -0.30 0.24 0.30 -0..24 *2 Frame Lines : 2 3 Endwall Column Reactions ------------------------- -Out Of Plane - Frame Col Dead Collat Live -Brc_ Wind -Brc_Wind Wind Wind S Line Line Vert Vert Vert Horz _L- Vert Horz _R- Vert _P Horz Horz ----- 1 ---- D ----- 0.09 ----- 0.00 ----- 0.50 ----- 1.38 ----- -2.30 ----- 0.00 ----- 1.68 ------ 0.00 ------ 0.00 1 C 0.36 0.00 2.55 0.00 0.44 1.38 -3.54 -0.95 0.95 1 B 0.36 0.00 2.55 0.00 -1.55 0.00 -1.55 -0.95 0.95 1 A 0.09 0.00 0.50 0.00 -0.31 0.00 -0.31 0.00 0.00 4 A 0.09 0.00 0.50 0.00 -0.31 0.00 -0.31 0.00 0.00 4 B 0.36 0.00 2.55 1.38 -2.58 0.00 -0.52 -0.95 0.95 4 C 0.36 0.00 2.55 0.00 -0.52 1.38 -2.58 -0.95 0.95 4 ---------------------------------------------------------------------------- D 0.09 0.00 0.50 0.00 -0.31 0.00 -0.31 0.00 0.00 6/28/2002 DesCalc.out Endwall Column Reactions ------------------------- Pa ge 8 Frame Col -Raf_ Wind -Raf_ Wind - 7 -Seismic --Seismic_R- Line ----- Line Horz _L- Vert Horz _R Vert Horz -L- Vert Horz Vert 1 ---- D ----- 0.00 ----- -0.31 ----- 0.00 ----- -0.31 ----- 0.00 ----- -0.96 ----- 0.00 ------ 1.01 1 C 0.00 -1.55 0.00 -1.55 0.00 0.95 0.00 -1.01 1 B 0.00 -1.55 0.00 -1.55 0.00 0.02 0.00 -0.02 1 A 0.00 -0.31 0.00 -0.31 0.00 -0.02 0.00 0.02 4 A 0.00 -0.31 0.00 -0.31 0.00 0.02 0.00 0.00 4 B 0.00 -1.55 0.00 -1.55 0.00 -0.51 0.00 0.49 4 C 0.00 -1.55 0.00 -1.55 0.00 0.49 0.00 -0.51 4 ---------------------------------------------------------------------------- D 0.00 -0.31 0.00 -0.31 0.00 0.00 0.00 0.02 G26965 Seismic Design Report 6/28/02 10:31am Building Code =UBC 97 Length = 60.00 Width = 30.00 Left Eave Height = 12.00 Right Eave Height = 12.00 Seismic Shear Force, V Zone Ca I 2.5*Ca*W*I/R 3 0.36 1.00 o Snow = 0.25 Force = Roof Snow = 0.00 (psf Roof Dead = 2.20 (psf Frame Dead = 2.00 (psf Roof Total = 4.20 (psf EW Dead = 2.00 (psf F_SW Dead = 2.00 (psf B_SW Dead = 2.00 (psf Roof Bracing R= Sidewall Bracing Front R = Back R = Force = 7.56 (k ) Force = 0.76 (k ) Force = 0.72 (k ) Force = 0.72 ( k ) Total = 9.76 (k 5.60 Rho = 1.00, RMax = 1.00 5.60 Rho = 1.00, RMax = 1.00 5.60 Rho = 1.00, RMax = 1.00 A, � 1` 6/28/2002 DesCalc.out Page 9 Endwalls Left Force = 0.66 (k ) Right Force = 0.66 (k ) Rigid Frames . I R = 4.50 Rho 1.00, RMax = Frame 1 Force = 0.60 (k ) End Plates Seismic factor = 2.80 1.00 0 r 6/28/2002 C:\MBS JOBS\G26965\FramSum.out Page 1 0 FRAMING SUMMARY FOR G26965 BUILDING DATA Width (ft) = 30.0 Length (ft) = 60.0 Eave Height (ft) = 12.0/ 12.0 Roof Slope (rise/12) = 1.00/ 1.00 Dead Load (psf ) = 2.20 Live Load (psf ) = 20.00 Collat. Load (psf ) = 0.00 Wind Speed(mph ) = 80.0 Wind Code = UBC 97 Closed/Open = C Exposure = C Importance = Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.36 Designer = 6/28/02 6/2812002 FramSum.out Page 2 0 G26965 FRAMING SUMMARY: Roof 6/28/02 10:31am PURLIN LAYOUT: Surface Purlin Surf 6.5Z16 Stub 6.5Z16 Total Peak Set - Id -------- Type ------ Left ----- _Ext Right _Purlin Left Right Rows _Space Space Space Row 2 ZB 0.00 ----- 0.00 ----- Y ----- Y ----- 3 ----- ----- --- 0.833 3. ZB 0..00 0.00 Y Y 3 0.833 PURLIN & EAVE STRUT SIZE: Surface Bay Purlin Id Id Size 2 1 6.5Z16 2 6.5Z16 3 6.5216 3 1 6.5Z16 2 6.5Z16 3 6.5216 ROOF BRACING: -Purlin-Lap- IS Flg Eave Left Right Strap Strut 2 ---- 0.88 ------ 1 -------- 8C16S 0.88 0.88 1 8C16S 0.88 4 1 8C16S 3 0.88 1 8C16S 0.88 0.88 1 8C16S 0.88 N 1 8C16S Bay Brace Attachment_ Location (Distance measured from back sidewall) Id Type 0.0 8.0 15.0 22.0 30.0 --- ----- ----- ----- ----- ----- ----- 2 Cable 0.313 0.313 0.313 0.313 BOLTS AT EAVE STRUT: Wall Frame Line Id Id Type 2 1 EW 2 2 RF - 2 3 RF 2 4 EW 4 4 EW ' 4 3 RF 4 2 RF 4 1 EW Lap ------Bolt Size------ Plate No Type Diam Washer G26965 FRAMING SUMMARY: Left Endwall 6/28/02 10:31am 2 A307 0.500 0 N 2 A307 0.500 0 N,. 2 A307 0.50.0 0 2 A307 0.500 0 2 A307 0.500 0 N 2 A307 0.500 0 N 2 A307 0.500 0 2 A307 0.500 0 G26965 FRAMING SUMMARY: Left Endwall 6/28/02 10:31am 6/28/2002 FramSum.out Page *3 RAFTERS/SPLICE PLATES: Surf Rafters Splice Plates I Bolts Id Id Len+/- Size ( Type Width Thick I Type Diam Space Gage Row ---- -- -------------- ------ ----- ----- ---- ----- ----- ---- --- 2 1 15.1 8C16 3 2 15.1 8C16 Moment 3.0 0.375 A325 0.500 2.00 0.00 4 COLUMNS: Column Column Column Column --Base_ Bolts -- ---Top_Bolts-- 1 Id ------ Offset ------ Len+/- ------ Size -------- No -- Type ----- Diam ----- No -- Type ----- Diam ----- 1 0.0 10.8 8C16 2 A325 0.500 2 A325 0.500 2 8.0 11.5 8C16 2 A325 0.500 2 A325 0.500 3 22.0 11.5 .8C16 2 A325 0.500 2 A325 0.500 4 29.3 10.8 8C16 2 A325 0.500 2 A325 0.500 GIRTS : Girt Girt Type Lap ZF 0.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 1 1 6.5216 2 1 6.5216 3 1 6.5Z16 GIRT INSIDE FLANGE STRAP: Max Strap Space= 13.0000 Rows -Of -Straps -At -Bay 1 2 3 i 6/28/2002 FramSum.out 0 1 0 WALL BRACING: Pa ge 4 Bay Brace Brace Brace Id Height Type Diam ---- - 1 7.33 Cable 0.313 10.95 Cable 0.313 G26965 FRAMING SUMMARY: Right Endwall 6/28/02 10:31am RAFTERS/SPLICE PLATES: Surf Rafters Splice -Plates Bolts Id Id Len+/- Size Type Width Thick Type Diam Space Gage Row ---- -- -------------- ------ ----- ----- ---- ----- ----- ---- --- 2 1 15.1 8C16 3 2 15.1 8C16 Moment 3.0 0.375 A325 0.500 2.00 0.00 4 COLUMNS: Column Column Column Column --Base_ Bolts -- ---Top_Bolts-- Id ------ Offset ------ Len+/- ------ Size -------- No -- Type ----- Diam ----- No.Type -- ----- Diam ----- 1 0.0 10.8 8C16 2 A325 0.500 2 A325 0.500 2 8.0 11.5 8C16 2-A325 0.500 2 A325 0.500 3- 22.0 11.5 8C16 2 A325 0.500 2 A325 0.500 4 30.0 10.8 8C16 2 A325 0.500 2A325 0.500 GIRTS: Girt Girt Type Lap ZF 0.000 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 .7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) h» ' t.1 ,, 6/28/2002 FramSum.out Page 5 Bay No. Girt Id Id Girt 1 --- 1 ---- 1 -------- 6.5Z16 2 1 6.5216 3 1 6.5216 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_ Of Straps_At_Bay 1 2 3 0 1 0 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam 2 10.95 Cable 0.313 G26965 FRAMING SUMMARY: Front Sidewall 6/28/02.10:31am ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- GIRTS : Girt Girt Type Lap ZB 0.125 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt 'Id Id Girt 1 1 1 9216 6/2812002 FramSum. out Page 6 2 1 9216 3 1 9216 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 Rows_Of_Straps_At_Bay 1 2 3 1 1 1 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam 2 12.00 Cable 0.313 G26965 FRAMING SUMMARY: Back Sidewall 6/28/02 10:31am GIRTS: Girt Girt Type Lap ZB 0.125 GIRT LOCATION: Bay No. Girt Location Id Girt 1 1 1 7.3333 2 1 7.3333 3 1 7.3333 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 1 1 9216 2 1 9Z16 3 1 , 9Z16 GIRT INSIDE FLANGE STRAP: 6/28/2002 Pramsum. out Page 7 Max_Strap_Space= 13.0000 Rows_ Of Straps_ At Bay 1 2 3 1 1 1 WALL BRACING: Bay Brace Brace Brace Id Height Type Diam ----- -------------- ----- 1 12.00 Cable 0.313 6/28/2002 C:\MBS J6BS\G26965\RoofDes.out Page 1 *G26965 Roof Design Input 6/28/02 10:30am *---------------------- * < PROGRAM OPERATION > ---------------------- (1) JOBID: --------------------- (1)JOBID: (Max: 60 char) 'G26965' *(2)PROGRAM OPTIONS: * Run Run Run •* Purlin Panel Brace '.Y' 'Y' 'Y' *(3)DESIGN CODE: * *Design---Steel-Code --- ---Build--- Seismic * Code Cold Hot Country Code Year Zone 'WS'. 'AISI96' 'AISC89' '----' 'UBC ' 197' 13 ' *(4)DESIGN CONSTANTS: Wind * -------- Steel _ Yield -------- ---- --Stress_Ratio ------ Lap Strength * Purlin Panel R_Col W Col Purl.in Panel Wind Frame Stiff Factor 55.0 80.0 36.0 50.0 1.03 1.03 1.03 0.50 1.3330 *(5)DEFLECTION LIMITS: * ------Purlin------ ----Extension----- ---Panel--- Wind * Live Wind Total Live Wind Total Live Wind Frame 180.0 120.0 0.0. 180.0 120.0 0.0 180.0 120.0 ' 60.0 *(6)REPORTS: * Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace 'I' 'Y' 'Y' 'Y' 'Y' 'Y' *(7)BUILDING TYPE: * Build L Expand_EW R_Expand_EW ------ Open -Wall ------- * Type Use Offset Use Offset L_EW F_SW R_EW B_SW 'FF-' 'N ' 0.000 'N ' 0.000 'N' 'N' 'N' 'N' *-------------------- -* < BUILDING LAYOUT > *-------------------- * •*(8)BUILDING SHAPE: * No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.0000 12.0000 15.0000 13.2500 30.0000 12.0000 30.0000 0.0000 6/28/2002 RoofDes.out Page 2 *(9)WALL BAY SPACING: (Max: 40 bays) * Wall Sets -Of Bay No. * Id Bays Width Bays. 1 3 8.0000 1 7.0000 2 8.0000 1 J 2 1 20.0000 3 3 3 8.0000 1 14.0000 1 8.0000 1 4 1 20.0000 3 5 1 20.0000 3 *(10)FRAMED OPENINGS: * Wall No. Bay Open Open * Id Opens Id Width Height 1 0 2 0 3 0 4 0 *(11)PARTIAL WALLS: Open Open Offset Type * Wall Set _Of --Bay Id-- Wall' Base Full * Id Bays Start End Height Type Load Use 1 0 2 0 3 0 4 0 *(12)SURFACE EXTENSION/FRAME RECESS: * Surf --- Surf _Ext--- Frame -Recess ---- Rafter -Size ----- * Id Left Right Left Right Left Right 2 0.0000 0.0000 0.3333 0.3333 18C16 ' 18C16 ' t 3 0.0000 0.0000 0.3333 0.3333 18C16 I 18C16 ' *------------------- * < FRAMING DESIGN > ------------------- - `-*(13)PURLINS: Set_Lap * Surf Purlin OS_Flg IS_Flg * Id Type Brace Brace 2 'ZB' 'Y' 'Y' 3 'ZB' 'Y' 'Y' *(14)PURLIN SPACING: No. * Surf Peak Max Set * Id Space Space Space 2 0.8333 5.0000 0.0000 3 0.8333 5.0000 0.0000 Set Set_Lap Max Unbr Depth Ext Int Length 0.000 0.0000 0.0000 19.0000 0.000 0.0000 0.0000 19.0000 Set _Of -Set_Space- Space Space No. 0 0 6/28/2002 RoofDes.out Page 3 *(15)PURLIN SIZE: * Surf Set No. * Id Purl Purl Purlin_Size 2 'N' 0 3 'N' 0 *(16)PANELS & EAVE STRUT: * Panel Standing Eave ---Gutter--- Girt_Depth * Size Seam Type F_SW B_SW F_SW B_SW 126 HR ' 'N' 'EO' 'N' 'N' 9.000 9.000 *(17)WIND FRAMING SELECTION: * ----------- Order _Of_Selection ----------- * Wall Panel Diagonal Wind Wind Weak Axis * Id Shear Bracing Bent Column Bending 2 'N' 'Y' 'N' 'N' 'N' 4 'N' 'Y' 'N' 'N' 'N' *(18)ROOF DIAGONAL BRACING: * Max _Pan Brace Each User Selected_Roof_Bays * Shear Type EW No. Bay Id 0.0 'CR' 'L' 1 2 0 *(19)SIDEWALL DIAGONAL BRACING: * Wall .*,Max_Pan Brace User_ Selected_ SW_ Bays * Id Shear Type No. Bay Id 2 100.0 'CR' 1 2 4 100.0 'CR' 1 1 * (20) WIND 'BENTS: *Wall Member Col * Id Type Depth 2 'W' 0.00 4 'W' 0.00 *(21)WIND COLUMNS: Raf No Of Depth Bays Bay_Id 0.00 0 0.00 0 * Wall. --Member-- No Of Left/ * Id Type Depth Col Bay_Id Right 2 'W' 0.00 0 4 'W' 0.00 0 *(22)WALL BRACING ATTACHMENT *Wall No_Of Attach --Bay Id-- No Of * Id Attach Id Start End Level Level_Height 2 � 1 1 1 3 1 12.0000 4 1 2 1 3 1 12.0000 *(23)EAVE EXTENSIONS SIZE: * *Wall No_Of Ext--Bay_Id-----Extension Size--- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 6/28/2002 Roo es. out *(24)EAVE EXTENSIONS PURLINS: * *Ext Purlin OS_Flg IS_Flg Set Set_Lap *Id Type Brace Brace Depth Ext Int *(25)CANOPY SIZE: * Pa ge 4 Max_UnBr Peak Max Set Length Space Space Space *Wall No_Of Ext--Bay_Id-----Extension Size--- Edge_Extend Eave *Id Extend Id Start End Height Width Slope Left Right Type 1 0 2 0 3 0 4 0 *(26)CANOPY. PURLINS:. *Ext Purlin OS_Flg IS_Flg Set *Id Type Brace Brace Depth *(27)CANOPY PANELS: * *Ext Panel Standing *Id Size Seam *(28)FACIA/PARAPET LAYOUT: * *Wall No_Of Ext--Bay_Id-- *Id Extend Id Type Start End 1 0 2 0 3 0 4 0 Set_Lap Ext Int Max_UnBr Peak Max Set Length Space Space Space Edge—.Extend Eave Use Left Right Mount Type Gutter *(29)FACIA%PARAPET SIZE: * *Ext ---- Extension _Size ----- --------- Facia --------- *Id Height' Width Slope Elev Height Slope *(30)FACIA/PARAPET PURLINS: * *Ext Purlin OS_Flg IS_Flg Set Set_Lap *Id Type Brace Brace Depth Ext Int *(31)FACIA/PARAPET PANELS: * Arm Back Facia Slope Slope Project Max_UnBr Peak. Max Set Length Space Space Space .*Ext --- Roof _Panel ------ Soffit _Panel --- -Front Panel-- ---- Back _Panel ----- *Id Size SSeam Size Rot Space Size- SSeam Size Rot Space *(32)EXTENSION BRACING: * *Ext Max _Pan Brace User_ Selected_ Bays *Id Shear Type No. Bay Id *(33)BASE ELEVATION: * Sidewalls * Front Back 0.00 0.00 6/28/2002 *----------------- * < DESIGN LOADS > *----------------- * *(34)BASIC LOADS: * Dead Collat Live * Load Load Load 2.2 0.0 20.0 RoofDes.out Pa ge 5 Snow Basic Wind -Load - Load_ Ratio Frict Edge_Strip Seis o Load Wind Defl Factor Coef Width Ratio Coef Snow 0.0 17.4 1.00 1.00 0.00 0.000 0.00 0.3536 0.25 *(35)WIND PRESSURE/SUCTION: (psf ) * Wind Wind Wind * Press Suct Suct-R, 0.0. -17.4 .. Purlins 0.0 -48.6 .. Gable Extension 0.0 -22.6 .. Panels 13.9 -8.7 -12.2 .. Bracing *(36)EXTENSION BASIC LOADS: * ------ Purlin_Wind ------ ------- Panel _Wind -------- *Ext Dead Collat Live Attach Beam Facia Beam Attach Beam Facia Beam *Id Load Load Load Press Suct Press Suct Press Suct Press Suct *(37)PURLIN DESIGN LOADS: * * Surf No Des Load Id Coef Live/ * Id Loads Id Dead Collat Snow 2 2 1 1.00 1.00 1.00 0.00 2 1.00 0.00 0.,00 3 2 1 1.00 1.00 1.00 2 1.00 0.00 0.00 *(38)PURLIN DESIGN LOADS: Deflection * 0 Wind Wind Aux Load Press Suct Id Coef 0.00 0.00 0 0.00 0.00 1.00 0 0.00 0.00 0.00 0 0.00 0.00 1.00 0 0.00 * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 0 3 0 *(39)BRACING DESIGN LOADS: * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow EW Roof Seis Id Coef 2 4 1 1.00 0.00 0.00 1.00 1.00 0.00 0 0.00 2 1.00 0.00 0.50 1.00 1.00 0.00 0 0.00 3 1.00 1.00 .1.00 0.50 0.50 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 1.00 0 0.00 3 4 1 1.00 0.00 0.00 1.00 1.00 0.00 0 0.00 2 1.00 0.00 0.50 1.00 1.00 0.00 0 0.00 3 1.00 1.00 1.00 0.50 .0.50 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 1.00 0 0.00' *(40)EXTENSION DESIGN LOADS: * * No Des Load Live/ Wind Wind Aux Load 6/28/2002 RoofDes.out * Loads Id Dead Collat Snow Press Suct Id Coef 0 *(41)EXTENSION DESIGN LOADS: Deflection * * No Des Load Live/ Wind Wind Aux Load * Loads Id Dead Collat Snow Press Suct Id Coef 0 *(42)AUXILIARY LOADS: * No. Aux Aux No. Add Add Load m * Aux Id Name Cobs Id Coef 0 Pa ge 6 *(43)ADDITIONAL LOADS: (F-lb/ft, W-psf, Dx-ft) ------Set 1------- _* No. Add Surf Basic Load Fy Dx - Concentrated * Add Id Id Load Type W1 W2 Dxl Dx2 - Distributed 0 --- Set --- Set --- Set --- Set * Opt Sets *(44)PURLIN LAPS: _4--- Strap Quan 1 _ 1 0 *Surf Data ------Set-1 ------- ------Set 2------- ------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan' 2 '-' 0 3 '-' 0 *(45)PURLIN LAPS: Extensions * *Ext Data ------Set 1------- ------Set 2------- ------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan * (4 6 ) PURLIN STRAPS: * Data --- Set --- Set --- Set --- Set * Opt Sets _1--- Strap Quan Strap _2--- _3--- Quan Strap Quan _4--- Strap Quan 1 _ 1 0 *(47)PURLIN STRAPS: Extensions * *Ext Data --- Set _1--- --- Set _2--- --- Set_3--- --- Set -4--- * Id Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan G26965 Roof Design Code 6/28/02 10:30am STRUCTURAL CODE: Design Basis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AISI96 BUILDING CODE: Wind Code - UBC Year -97 Seismic Zone - 3 6/28/2002 RoofDes.out Page 7 G26965 Purlin Design Report 6/28/02 10:30am ----------------------------- ROOF PURLIN DESIGN RUN # 1, SURFACE # 2 ----------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Left No. No. Unit Id - --- Id ---- Size -------- (ft) Left Right Space Row Brace Weight 2 1 6.5Z16 ----- 0.33 ----- ----- ----- 4.74 --- 3 ----- 0 ------ 0.9 1 2 6.5216 19.67. 0.88 4.74 3 1 52.5 2 3 6.5Z16 20.00 0.88 0.88 4.74 3 1 55.6 3 4 6.5Z16 19.67 0.88 4.74 3 1 52.5 5 6.5216 0.33 4.74 3 0 0.9 Total (lb)= 0 Total Weight 2.6 157.6 166.9 157.6 2.6 487.3 Purlin DL 0.57 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- y, to i 2vt/,0 5 ZCs�s) 1(3,35) PURLIN ANALYSIS: STRENGTH/DEFLECTION: Span------SHEAR(k Id --------SHEAR(k )-------- Calc Span Left Left Right Right Id Sup Lap Lap Sup. 1 0.00 3 LL -0.03 2 0.82 4 -1.14 -1.24- 3 1.05' 0.95 -0.95 -1.05 4 1.24 1.14 -0.82 5 0.03 0.00 STRENGTH/DEFLECTION: Span------SHEAR(k Id Loc Calc Allow UC 1 RS -0.03 2.92 0.01 2 RL -1.14 2.92 0.39 3 LL 0.95 2.92 0.33 4 LL 1.14 2.92 0.39 5 LS 0.03 2.92 0.01 -------MOMENT(f-k )------- 0.00 Left Left Mid -Span UC Sup Lap Mom Loc' 0..00 -3.21 0.00 0.00 0.01 3.23 -3.21 7.84 4.10 3.23 -1.12 10.00 4.10 3.06 -3.21 11.83 0.01 0.00 0.33 -----MOMENT(f-k )---- 0.00 Loc Calc Allow UC RS 0.01 3.46 0.00 MS -3.21 3.46 0.93 LL 3.23 3.46 0.93 MS -3.21 3.46 0.93 LS 0.01 3.46 0.00 Right Lap 3.06 3.23 Right Sup 0.01 4.10- 4.10 0.01 0.00 Mom+Shr DEFLECTION(in) Loc UC Calc Allow RS 0.00 0.07 RL 0.94 -1.14 1.31 LL 0.98 -0.14 1.33 LL 0.94 -1.14 1.31 LS 0.00 0.07 6/28/2002 RoofDes.out Page 8 LAP BOLT SHEAR: WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) .Left Right 0.56 0.56 0.56 0.56 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.28/1.15 1.05 0.96 Right 1.28/1.15 1.05 0.96 Regd_Flg_Width For UC= 1.03 -------------- 5.2 5.2 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: LAP BOLT Span SHEAR(k ) Id Left Right 2 Left 1.17 3 1.17 1.17 4 1.17 Right WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) .Left Right 0.56 0.56 0.56 0.56 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.28/1.15 1.05 0.96 Right 1.28/1.15 1.05 0.96 Regd_Flg_Width For UC= 1.03 -------------- 5.2 5.2 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right --------SHEAR(k )-------- -------MOMENT(f-k )------- Span Left Left Right Right Left .Left Mid -Span Right Right Id ---- Sup ----- Lap ----- Lap ----- ----- Sup Sup ----- Lap. ----- Mom ----- Loc ----- Lap Sup 1 0.00 0.02 0.00 0.00 0.00 ----- ----- 0..00 2 -0.57 0.79 0.85 0.00 2.21 7.84 -2.11 -2.83 3 -0.72 -0.66 0.66 0.72 -2.83 -2.23 0.77 10.00 -2.23 -2.83 4 -0.85 -0.79 0.57 -2.83 -2.11 2.21 11.83 0.00 5 -0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0.02 3.89 0.01 RS 0.00 4.62 0.00 RS 0.00 -0.06 2 RL 0.79 3.89 0.20 MS 2.21 3.23 0.68 RL 0.25 1.00 1.97 3 LL -0.66 3.89 0.17 LL. -2.23 4.62 0.48 LL 0.26 0.12 2.00 4 LL -0.79 3.89 0.20 MS 2.21 3.23 0.68 LL 0.25 1.00 1.97 5 LS -0.02 3.89 0.01 LS 0.00 4.62 0.00 LS 0.00 -0.06 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right 6/2812002 RoofDes.out Page 9 2 0.81 0.29 3 0.81 0.81 0.29 0.29 4 0.81 0.29 G26965 Purlin Design Report 6/28/02 10:30am ----------------------------- ROOF PURLIN DESIGN RUN # 2, SURFACE # 3 ------------------------ ---- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) Left No. No. Unit Total Id Id Size (ft) Left Right Space Row Brace Weight Weight 1 6.5Z16 0.33 1.05 4.74 3 0 0.9 2.6 1 2 6.5Z16 19.67 0.88 4.74 3 1 52.5 157,.6 2 3 6.5216 20.00 0.88 0.88 .4.74 3 1 55.6 166.9 3 4 6.5216 19.67 0.88 4.74 3 .1 52.5 157.6 5 6.5216 0.33 4.74 3 0 0.9 2.6 Total(lb)= 487.3 Purlin DL= 0.57 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: STRENGTH/DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k )-------- -----MOMENT(f-k )---- Span Left Left Right Right Id Sup Lap Lap Sup 1 0.00 Sup 0.00 -0.03 2 0.82 -1.14 -1.24 3 1.05 0.95 -0.95 -1.05 4 1.24 1.14 10.00 -0.82 5 0..03 3.06 -3.21 0.00 STRENGTH/DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 MS -3.21 3.46 0.93 0.00 0.00 0.01 0.01 -3.21 7.84 3.06 4.10 4.10 3.23 -1.12 10.00 3.23 4.10 4.10 3.06 -3.21 11.83 0.01 0.01 0.00 0.33 0.00 Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.03 2.92 0.01 RS 0.01 3.46 0.00 RS 0.00 0.07 2 RL -1.14 2.92 0.39 MS -3.21 3.46 0.93 RL 0.94 -1.14 1.31 6/28/2002 RoofDes.out 3 LL 0.95 2.92 0.33 LL 3.23 3.46 0.93 LL 0.98 4 LL 1.14 2.92 0.39 MS -3.21 3.46 0.93 LL 0.94 5 LS 0.03 2.92 0.01 LS 0.01 3.46 0.00 LS 0.00 LAP BOLT SHEAR: WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.56 0.56 0.56 0.56 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.28 1.15 1.05 0.96 Right 1.28 1.15 1.,05 0.96 Regd_Flg_Width For UC= 1.03 5.2 5.2 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: LAP BOLT Span SHEAR(k ) Id Left Right 2 Sup 1.17 3 1.17 1.17 4 1.17 -2.23 WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.56 0.56 0.56 0.56 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.28 1.15 1.05 0.96 Right 1.28 1.15 1.,05 0.96 Regd_Flg_Width For UC= 1.03 5.2 5.2 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: STRENGTH/DEFLECTION: -----MOMENT(f-k Left --------SHEAR(k )-------- Mid -Span Span Left Left Right Right Id Sup Lap Lap Sup 1 0.00 -2.83 -2.23 0.02 2 -0.57 -2.11 0.79 0.85 3 -0.72 -0.66 0.66 0.72 4 -0.85 -0.79 3.89 0.57 5 -0.02 3.23 0.68 0.00 STRENGTH/DEFLECTION: -----MOMENT(f-k Left Left Mid -Span Sup Lap Mom Loc 0.00 Calc 0.00 0.00 0.00 Calc 2.21 7.84 -2.83 -2.23 0.77 10.00 -2.83 -2.11 2.21 11.83 0.00 4.62 0.00 0.33 Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC 1 RS 0.02 3.89 0.01 RS 0.00 4.62 0.00 RS 0.00 2 RL 0.79 3.89 0.20 MS 2.21 3.23 0.68 RL 0.25 3 LL -0.66 3.89 0.17 LL -2.23 4.62 0.48 LL 0.26 4 LL -0.79 3.89 0.20 MS 2.21 3.23 0.68 LL 0.25 5 LS -0.02 3.89 0.01 LS 0.00 4.62 0.00 LS 0.00 LAP BOLT SHEAR: Page 10 -0.14 1.33 -1.14 1.31 0.07 Right Right Lap Sup 0.00 -2.11 -2.83 -2.23 -2.83 0.00 0.00 DEFLECTION(in) Calc Allow -0.06 1.00 1.97 0.12 2.00 1.00 1.97 -0.06 6/28/2002 RoofDes.out Page 11 SHEAR RATIO ( 0.5in A307 ) Left Right 0.29 0.29 0.29 0.29 G26965 Roof Panel Report 6/28/02 10:30am - ROOF PANEL DATA: Panel: 26 HR ; Type = HR ; Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTIONS: Moment (ft-lb/ft)---------- Surf LAP BOLT Span SHEAR(k ) Id Left Right 2 Id 0.81 3 0.81 0.81 4 0.81 2 SHEAR RATIO ( 0.5in A307 ) Left Right 0.29 0.29 0.29 0.29 G26965 Roof Panel Report 6/28/02 10:30am - ROOF PANEL DATA: Panel: 26 HR ; Type = HR ; Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTIONS: Moment (ft-lb/ft)---------- Surf Purlin Load End Support Midspan 8.00 Id ---- Space Id Calc Allow Ratio Calc Allow Ratio 2 ------ 4.740 ----- D+C+L ----- 49.5 ----- 208-.3 ----- 0.24 ----- -39.6 ----- 140.0 ----- 0.28 D+C+WP 4.9 277.7 0.02 -3.9 186.6 0.02 D+WS -45.8 186.6 0.25 36.7 277.7 0.13 3 4.740 D+C+L 49.5 208.3 0.24 -39.6 140.0 0.28 D+C+WP 4.9 277.7 0.02 -3.9 186.6 0.02 D+WS -45.8 186.6 0.25 36.7 277.7 0.13 -- Deflect (in) -- Calc Allow Ratio ----- ----- ----- -0.10 0.316 0.30 0.00 0.474 0.00 0.11 0.474 0.23 -0.10 0.316 0.30 0.00 0..474 0.00 0.11 0.474 0.23 G26965 Roof Diagonal Bracing Report 6/28/02 10:30am Panel Shear (Allow) = 0.0 Panel Shear (Calc ) = 26.5 Bay Brace Allow -Loc. Id Start End 2 0.00 8.00 8.00 15.00 15.00 22.00 22.00 30.00 ------ Diag_Brace----- Type Size Part C' 0.313 CB0313 C 0.313 CB0313 C 0.313 CB0313 C 0.313 CB0313 Diag_Force (•k ) Wind Seismic 1.71 1.16 0.55 0.36 0.55 0.36 1.71 1.16 Brace Tension(k Calc Allow 1.71' 5.60 0.55" 5.60 0.55' 5.60 1.71✓ 5.60 G26965 Sidewall Diagonal Bracing Report 6/28/02 10:30am 6/28/2002 RoofDes.out Page 12 PANEL SHEAR: Wall Diag_Force(k ) Id Calc Allow 2 35.7 100.0 4 35.7 100.0 DIAGONAL BRACING: Wall Bay Level ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) • Id ---- Id Height ----- Type Size Part Wind Seismic Calc Allow 2 ------ 2 12.00 ---- -------------- C 0.313 CB0313 ------------- 2.40 1.93 ------ ------ 2.40' 5.60 4 1 12.00 C 0.313 CB0313 2.40 1.93 2.40- 5.60 BASE REACTIONS: Wall Bay Col Wind_Max )-- Seismic Id Id Id Horz Vert(+/-) Horz -Max Vert(+/-) 2 2 2 -2.14 1.08 -1.73 0.87 2 2 3 2.14' .1.08 1.73 0.87 4 1 1 -2.14 1.08 -1.73 0.87 4. 1 2 2.141 1.08 1.73 0.87 G26965 0.30 3.84 Braced Purlin Report 6/28/02 10:30am Surf Span Brace Purlin' Id Id Loc. Size 2 2 8.0 6.5Z16< 2 3 8.0 6.5Z16� )-- 2 4 8.0 6.5Z16"' UC 2 2 15.0 6.5Z16f 1 2 3 15.0 6.5Z16-" Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Id Calc Allow UC Calc Allow UC UC 1 0.66 9.43 0.07 1.45 3.23 0.45 0.47 2 0.66 9.43 0.07 0.01 4'.62 0.00 0.07 3 0.33 9.43 0.03 -2.32 4.62 0.50 0.47 4 0.25 9.43 0.03 0.30 3.84 0.08 0.09* 1 1.18 9.43 0.12 -1.47 4.62 0.32 0.41 2 1.18 9.43 0.12 -0.01 4.62 0.00 0.13 3 0.59 9.43 0.06 2.34 4.62 0.51 0.51 4 0.83 9.43 0.09 0.32 3.80 0.08 0.16 1 0.66 9.43 0.07 1.45 3.23 0.45 0.47 2 0.66 9.43 0.07 0.01 4.62 0.00 0.07 3 0.33 9.43 0.03 -2.32 4.62 0.50 0.47 4 0.25 9.43 0.03 0.30 3.84 0.08 0.09 1 0.32 9.43 0.03 0.98 3.23 0.30 0,30 2 0.32 9.43 0.03 0.01 4.62 0.00 0.04 3 0.16 91.43 0.02 -1.57 4.62 0.34 0.31 4 0.11 9.43 0.01 0.21, 3.84 0.05 0.06 1 0.32 9.43 0.03 -0.99 4.62 0.21 0.22 2 0.32 9.43 0.03- -0.01 4.62 0.00 0.04 3 0.16 9.43 0.02 1.58 4.62 0.34 0.31 6/28/2002 RoofDes.out Page 13 2 4 15.0 6.5216✓ Surf Span Brace Purlin Id Id Loc. Size 3 . 2 15.0 6.5Z161 3 3 15.0 6.5216-' 3 4 15.0 6.5Z16-' 3 2 22.0 6.5Z16/ 3 3 22.0 6. 5Z16/ 3 4 22.0 6.5Z16/ 4 0.23 9.43 0.02 0.22 3.80 0.06 0.07 1 0.32 9.43 0.03 0.98 3.23 0.30 0.30 2 0.32 9.43 0.03 0.01 4.62 0.00 0.04 3 0.16 9.43 0.02 -1.57 4.62 0.34 0.31 4 0.11 9.43 0.01 0.21 3.84 0.05 0.06 Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Id Calc Allow UC Calc Allow UC UC 1 0.32 9.43 0.03 0.98 3.23 0.30 0.30 2 0.32 9.43 0.03 0.01 4.62 0.00 0.04 3 0.16 9.43 0.02 -1.57 4.62 0.34 0.31 4 0.11 9.43 0.01 0.21 3.84 0.05 0.06 1 0.32 9.43 0.03 -0.99 4.62 0.21 0.22 2 0.32 9.43 0.03 -0.01 4.62 0.00 0.04 3 0.16 9.43 0.02 1.58 4.62 0.34 0.31 4 0.23 9.43 0.02 0.22 3.80 0.06 0.07 1 0.32 9.43 0.03 0.98 3.23 0.30 0.30 2 0.32 9.43 0.03 0.01 4.62 0.00 0.04 3 0.16 9.43 0.02 -1.57 4.62 0.34 0.31 4 0.11 9.430.01 0.21 3.84 0.05 0.06 1 0.66 9.43 0.07 1.45 3.23 0.45 0.47 2 0.66 9.43 0.07 0.01 4.62 0.00 0.07 3 0.33 9-43 0.03 -2.32 4.62 0.50 0.47 4 0.25 9.43 0.03 0.30 3.84 0.08 0.09 1 1.18 9.43 0.12 -1.47 4.62 0.32 0.41 2 1.18 9.43 0.12 -0.01 4.62 0.00 0.13 3 0.59 9.43 0.06 2.34 4.62 0.51 0.51 4 0.83 9.43 0.09 0.32 3.80 0.08 0.16 1 0.66 9.43 0.07 1.45 3.23 0.45 0.47 2 0.66 9.43 0.07 0.01 4.62 0.00 0.07 3 0.33 9-.43 0.03 -2.32 4.62 0.50 0.47 4 0.25 9.43 0.03 0.30 3.84 0.08 0.09 G26965 Eave Strut Report 6/28/02 10:30am Wall Bay Eave Id Id Size 2 1 8C16S/ 2 2 8C16S/ 2 3 8C16S/ 4 3 8C16S/ 4 2 8C16S-' 4 1 8C16S/ Bay Axial -Calc Axial Axial Width Wind Seis Allow Ratio 20.00 0.34 0.22 10.50 0.03 20.00 1.93 1.51 10.50 0.18 20.00 0.34 0.22 10.50 0.03 20.00 0.34 0.22 10.50 0.03 20.00 1.93 1.51 10.50 0.18 20.00 1.93 1.73 10.50 0.18 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ G26965 Strut Bolt Report 6/28/02 10:30am 6/2812002 RoofDes.out Page 14 -------------- EAVE STRUTS: Wall Frm_Line ---- Bolt -Selected ----- ---Bolt_Capacity--- Load Id ---- Id -- Type ---- No Type Diam Wshr Calc Allow Ratio 2 1 EW -- 2 ----- A307 ----- 0.500 ---- 0 ----- 0.34 ----- 5.62 ----- 0.06 2 2 'RF ---- 1 2 A307 0.500 0 1.93 5.62 0.34 2 3 RF 2 A307 0.500 0 1.93 5.62 0.34 2 4 EW 2 A307 0.500 0 0.34 5.62 0.06 4 1 EW 2 A307 0.500 0 0.34 5.62 0.06 4 2 RF 2 A307 0.500 0 1.93 5.62 0.34 4 3 RF 2 A307 0.500 0 1.93 5.62 0.34 4 4 EW 2 A307 0.500 0 1.93 5.62 0.34 PURLINS: Surf Frm_Line Brace ----Bolt_Selected----- Load ---Bolt_Capacity--- Id ---- Id -- Type ---- Loc No Type Diam Wshr Id Calc Allow Ratio 2 1 EW ----- 8.00 -- 2 ----- A307 ----- 0.500 ---- 0' ---- 1 ----- 0.66 ----- 5.62 ----- 0.12 2 2 RF 8.00 2 A307 0.500 0 1 1.59 5.62 0.28 2 3 RF 8.00 •2 A307 0.500 0 1 1.59 5.62 0.28 2 4 EW 8.00 2 A301 0.500 0 1 0.66 5.62 0.12 2 1 EW 15.00 2 A307 0.500 0 1 0.32 5.62 0.06 2 2 RF 15.00 2 A307 0.500 0 1 0.52 5.62 0.09 2 3 RF 15.00 2 A307 0.500 0 1 0.52 5.62 0.09 2 4 EW 15.00 2 A307 0.500 0 1 0.32 5.62 0.06' 3 1 EW 15.00 2 A307 0.500 0 1 0.32 5.62 0.06 3 .2 RF 15.00 2 A307 0.500 0 1 0.52 5.62 0.09 3 3 RF 15.00 2 A307 0.500 0 1 0.52 5.62 0.09 3 4 EW 15.00 2 A307 0.500 0 1 0.32 5.62 0.06 3 1 EW 22.00 2 A307 0.500 0 1 0.66 5.62 0.12 3 2 RF 22.00 2 A307 0.500 0 1 1.59 5.62 0.28 3 3 RF 22.00 2 A307 0.500 0 .1 1.59 5.62 0.28 3 4 EW 22.00 2 A307 0.500 0 1 0.66 5.62 0.12 G26965 Roof -Design Weight Summary 6/28/02 10:30am Purlins = 974.67 Eave Strut = 376.34 Roof Bracing = 35.91 Wall Bracing = 18.83 Total = 1405..76 G26965 Roof Design Warning Report 6/28/02 10:30am 6/28/2002 RoofDes.out Page 15 .. No Warnings ^r- 6/28/2002 C:\MBS J0BS\G26965\S0es-F out Page 1 *G26965 Sidewall Design Input File 6/28/02 10:28am *(1)JOBID: 'G26965' *(2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'Y' 'Y' 0.50 *(3)DESIGN CODE: *Design --- Steel -Code--- ---Build--- Seismic * Code Cold Hot Country Code Year Zone 'WS' 'AISI96' 'AISC89' ' ----' 'UBC ' 197' 13 ' *(4`)DESIGN CONSTANTS: * Wind * ----- Steel -.Yield ----- Stress -Ratio Strength * C -Sec W -Sec R -Sec Panel Girt Panel Factor 55.0 50.0 36.0 80.0 1.03 1.03 1.3330 *(5)DEFLECTION LIMITS: * * ---Girt--- --Panel--- Part * Wall Facia Wall Facia Wall 90. 0. 90. 0. 90. *(6) REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel III IV B I V B IYI *(7)BUILDING TYPE: *'Build L_Expand_EW R Expand_EW * Type Use Offset Use Offset 'FF-' 'N ' 0.000 'N ' 0.000 *(8)BUILDING SHAPE: * No. X-Coord Y-Coord * Surf (ft) (ft) • 4 0.0000 12.0000 15.0000 13.2500 30.0000 12.0000 30.0000 0.0000 *(9)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets Of Bay No. * Bays Width Bays 1 20.0000 -3 6/28/2002 5wDes-F.out Page 2 *(10)FRAMED OPENINGS: * No'. Bay Open Open Open Open Sill Base Set Member Remove * Open Id Width Height Offset Type Height Elev Depth Select Panels 0 *(11)PARTIAL WALLS: * Set Of Base Full * Bays Type Load 0 (12) GIRT DESIGN: * Girt In_Flg Set * Type Brace Depth 'ZB' 'Y' 9.000 *(13)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'P' 1 7.3333 --Bay_Id-- Wall Start End Height Set Max Max_Unbr Lap Space Length 0.1250 7:3333 13.0000 *(14)SPECIAL GIRT: * Sets _Of--Bay_Id-- Girt Girt Girt * Girts Start End Height Type Rotate 0 *(15)WALL .PANELS/GUTTERS: * Wall -----Gutter----- * Panel Use Type Width 126 HR ' '-' 'N' 0.000 *(16)FACIA/PARAPET: * * No Of -Location Edge_Extend * Diff Ext Facia Bay Bay Left Right Ext * Ext Id Type Start End Elev Height (ft) (ft) Mount 0 *(17)FACIA/PARAPET GIRTS: * *Ext ----Top---- --Interior- ---Gutter-----Back_Panel--- Angle *Id Type Rotate Type Rotate Type Rotate Part Rotate Spacing 1 *(18)BASIC LOADS: * Basic Wind_ Load_ Ratio * Wind Deflect Factor 17.4 1.00 1.00 *(19)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 15.6 -15.6 .. Girt/Header 20.8 =20.8 .. Panel 15.6 -15.6 .. Jamb 22.6 -22.6 .. Parapet Girt ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ G26965 Sidewall Design Code 6/28/02 10:28am 6/28/2002 SwDes-F.out Page 3 STRUCTURAL CODE: Design Basis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AISI96 BUILDING CODE: Wind Code - UBC Year - 97 Seismic Zone - 3 MODULUS OF ELASTICITY Hot Rolled Steel - 29000 Cold Formed Steel - 29500 F, G26965 Girt Design Report 6/28/02 10:28am ------------------- GIRT # 1 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt Id Size Width Left Right Location --- 1 -------- 9Z16/ ----- 20.00 ---- ----- 0.13 -------- 7.3333 2 9216 20.00 0.13 0.13 7.3333 3 9Z16 20.00 0.13 0.00 7.3333 WIND PRESSURE ---------------- • GIRT ANALYSIS: STRENGTH/DEFLECTION: No. ---------SHEAR(k )-------- Brace Bay Left Left Right Right Id Sup Lap Lap Sup 1 0.88 -0.11 -0.87 -0.88 2 0.88 0.87 -0.87 -0.88 3 0.88 0.87 10.00 -0.88 STRENGTH/DEFLECTION: No. Girt Brace Weight 1 - 65.6 1 66.0 1 65.6 197.3 --------------MOMENT(f-k Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 -4.42 10.00 -0.11 0.00 0.00 -0.11 -4.42 1.0.00 -0.11 0.00 0.00 -0.11 -4.42 10.00 0.00 6/28/2002 SwDes-F.out Page 4 Span ------ SHEAR (k )------ Calc Id Loc Calc Allow UC 1 LS 0.88 2.75 0.32 2 RL -0.87 2.75 0.32 3 RS -0.88 2.75 0.32 WIND SUCTION ---------------- GIRT ANALYSIS: -----MOMENT(f=k )-=-- ---------SHEAR(k )-------- Loc Calc Allow UC MS -4..42 6.98 0.63 MS -4.42 6.98 0.63 MS -4.42 6.98 0.63 STRENGTH/DEFLECTION: Mom+Shr DEFLECTION(in) Loc ---------SHEAR(k )-------- Calc Bay Left Left Right Right Id Sup Lap Lap Sup 1 -0.88 2.67 0.87 0.88 2 -0.88 -0.87 0.87 0.88 3 -0.88 -0.87 4.42 0.88 STRENGTH/DEFLECTION: Mom+Shr DEFLECTION(in) Loc UC Calc Allow LS 0.10 -0.98 2.67 RL 0.10 -0.98 2.67 RS 0.10 -0.98 2.67 --------------MOMENT(f-k Left Left Mid -Span Right Right Sup Lap Mom Loc Lap Sup 0.00 Calc 4.42 10.00 0.11 0.00 0.00 0.11 4.42 10.00 0.11 0.00 0.00 0.11 4.42 10.00 ---- 0.99 0.00 Span ------SHEAR(k )------ LD -----MOMENT(f-k )---- Support Mom+Shr DEFLECTION(in) Id ---- Loc --- Calc Allow UC Loc _-- Calc Allow UC Loc UC Calc Allow 1 LS ------ -0.88 ----- 2.75 ---- 0.32 MS ------ 4.42 ----- 4.47 ---- 0.99 --- LS ---- 0.10 ------ 0.98 ----- 2.67 2 RL 0.87 2.75 0.32 MS 4.42 4.47 0.99 RL 0.10 0.98 2.67 3 RS 0.88 2.75 0.32 MS 4.42 4.47 0.99 RS 0.10 0.98 2.67 G26965 Wall Panel Report 6/28/02 10:28am PANEL REACTIONS: (Front Sidwall, Bay= 1) Panel: 26 HR ; Type = HR ; Gage = 26.00 ; Yield = 80 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan Id (ft) Id Calc Allow UC Calc Allow UC 1 7.33 WP 105.1 277.7 0.38 -92.2 186.6 0.49 WS -105.1 186.6 0.56 92.2 277.7 0.33 2 4.00 WP 105.2 277.7 0.38 -5.6 186.6 0.03 WS -105.2 186.6 0.56 5.6 277.7 0.02 --- Deflect(in) -- Calc Allow UC -0.61 0.98 0."62 0.61 0.98 0.62 0.05 0.53 0.09 -0.05 0.53 0.09 6/28/2002 S bes-F. out Page 5 G26965 Weight Summary 6/28/02 10:28am Girts = 197.25 Frame Openings = 0.00 197.25 G26965 Sidewall Design Warning. Report 6/28/02 10:28am .. No Warnings 6/28/2002 C:1MBS JOBS\G269651EwDes-L.out Page 1 *G26965 Endwall Design Input Echo 6/28/02 10:29am *(1)JOBID: (Max: 60 char) IG269651 *(2)PROGRAM OPTIONS: * EW Run Run Run Run No -Des Lap * Id Col/Raf Girt Brace Panel Cycles Stiff 'L' 'Y' 'Y' 'Y' 'Y' 4' 0.50 *(3)DESIGN CODE: *Design --- Steel -Code--- ---Build--- Seismic * Code Cold Hot Country Code Year Zone 'WS' 'AIS196' 'AISC89' ' ----' 'UBC ' 197' 13 ' *(4).DESIGN CONSTANTS: Wind * ------------------ Steel _ Yield ------------------ ---Stress Ratio— Strength * Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel Factor 50.0 50.0 55.0 50.0 36.0 - 36.0 50.0 80.0 1.03 1.03 1.03 1.3330 *(5)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180. 120. 0. 180. 90. 0. 90. 0. 90. 60. *(6)REPORTS: * Input Column Wall Door Wall * Echo Rafter Girt Jamb Panel III T V A IYI V V 1 IV B *(7)BUILDING TYPE: * Build Expand_EW * Type Use Offset 'FF-' 'N ' 0.00 *(8)SURFACE SHAPE: * No. X-Coord Y=Coord Offset * Surf (ft) (ft) (in) 4 0.0000 12.0000 9.000 15.0000 13.2500 6.500 30.0000 12.0000 6.500 30.0000 0.0000 9.000 *(9)BAY SPACING: * Roof Frame I * Bay Recess 20.0000 0.3333 Sets _Of Bay Bays Width 3 8.0000 14.0000 8.0000 Cable Brace IV No. Bays 1 1 1 6/2812002 EwDes-L.out Page 2 *(10)FRAMED OPENINGS: * No. Bay Open Open * Open Id Width Height 0 Open Open Sill Base Offset Type Height Elev Set Member Remove Depth Select Panels *(11)PARTIAL WALLS: * Set _Of Base Full--Bay_Id-- Wall * Bays Type Load Start End Height 0 *(12)COLUMNS: *--Left_Corner— -Right_Corner---Int Facia-- Int _No_Facia Max_UnBr Base * Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev * (in) (in) (in) (in) Dep (ft) (in) 'CDW ' '-' 0.00 'CDW'' '-' 0.00 'CDW ' 0.00 'CDW 0.00 'N' 30.000 0.000 *(13)COLUMN SIZE: * Set No. Column * Member Column Size 'N' * (14) RAFTERS: * Rafter Set Rafter Flange * Select Depth Same Brace 'CDW ' 0.000 'Y'' 'Y' *(15)RAFTERS SIZE: * Set No. Rafter * Member Rafter Size 'N' *(16)RAFTER SPLICES: * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'M ' *(17)ENDWALL GIRTS: * Girt Flange Set Set Max Girt _To One _Girt Max_Unbr * Type Brace Depth Lap Space Rafter Depth/Bay Length 'ZF' 'Y' 0.000 0.0000 7.3333 'Y' 'Y' 13.0000 *(18)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set No. Girt °* Loc Girts Location .VP1 1 7.3333 *(19)SPECIAL GIRT: * Sets _Of--Bay_Id-- Girt Girt Girt * Girts Start End Height Type Rotate 0 *(20)ROOF PURLINS: * Surf Peak Purl No. Surf * Id Space Space Purlin Ext 2 0.833 4.740 3 0.000 6/28/2002 EwDes-L.out Page 3 3 0.833 4.740 3 *(21)PANELS: * Wall * Panel '26 HR ' *(22)WIND FRAMING SELECTION: * -----Order_Of_Selection ------ * Panel Diagonal Wind Wind * Shear Bracing Bent Column 'N' 'Y' 'N' 'N' 0 We *(23)WALL BRACING: * Wind Brace No. Bays Specified * Shear Type Specified Bays_For_Bracing 100.0 'CR' 1 1 *(24)WIND BENTS: * --Member-- No Of * Type Depth Bays Bay_Id '-' 0.00 0 *(25)WIND COLUMNS: * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right '-' 0.00 0 I *(26)WALL BRACING ATTACHMENT *No _Of Attach--Bay_Id-- No_Of *Attach Id Start End Level 0 *(27)EAVE EXTENSION: * *Wall No_Of Ext-Ba.y_Id-- *Id Ext Id Start End Height Width 2 0 4 0 *(28)CANOPY: * *Wall No_'Of Ext-Bay_Id-- *Id Ext Id Start End Height Width 1 0 2 0 4 0 Level Height -Edge Extend- Ext Slope Left Right Mount -Edge Extend-. Ext Slope Left Right Mount -*(29)FACIA/PARAPET * *Wall #Of Ext Fac Bay_Id---- Attach _ Beam --- ---Facia/Parapet--- Edge_Extend Ext * Id Ext Id Typ St End Height Width' Slope Elev Height Slope Left Right Mnt * (C,E) (ft) (ft) ?:12 (ft) (ft) ?:12 (ft) (ft) 1 0 2 0 4 0 6/28/2002 EwDes-L.out Page 4 *(30)FACIA/PARAPET GIRTS: * *Ext ----Top---- --Interior----Back-Panel--- Angle *Id Type Rotate Type Rotate Part Rotate Spacing *(31)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, AND PARAPET: * * *Ext Ext_Beam Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Press Suct Press Suct Press Suct *(32)BASIC LOADS: * Dead Collat Live Snow Basic Wind_ Load_ Ratio Seismic Torsion -Forces * Load Load Load Load Wind Deflect Factor Load Wind Seismic 2.2 0.0 20.0 0.0 17.4 1.00 1'.00 0.66 0.00 0.00 *(33)WIND PRESSURE/SUCTION: * * Wind Wind * sPre S t s Bracing Wind Long Left LA %., Wind 15.6 -15.6 .. Column 15.6 -15.6 .. Girt/Header 15.6 -15.6 .. Jamb 20.8 -20.8, .. Panel 22.6 -22.6 .. Parapet Girt *(34)WIND COEFFICIENTS: *No Id * Surf Rafter_Wind_1 Rafter_Wind_2 * Id Left Right Left Right 1 -0.80 -0'.50 0.80 -0.50 2 -0.70 -0.70 -0.70 -0.70 3 -0.70 -0.70 -0.70 -0.70 4 -0.50 0.80 -0.50 0.80 Bracing Wind Long Left Right Wind 0.80 -0.50 0.00 -0.70 -0.70 -0.70 -0.70' -0.70 -0.70 -0.50 0.80 0.00 *(35)COLUMN & BRACING DESIGN LOADS: I Aux * Wind Press -Wind Suct Seisl Id -Load Coef, 0.00 *Load 0.00 0.00 Snow/ Rafter Brace 0.00 *No Id Dead Coll Live Left _Wind Right Left -Wind Right 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 6 1.000.00 0.00 0.00 1.00 0.00 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Surface Friction 0.00 0.00 0.00 0.00 Long Column I Aux Wind Press -Wind Suct Seisl Id -Load Coef, 0.00 0.00 0.00 0.00 0 .0.00 0.00 0.00 1.00 0.00 0 0.00 0.00 0.00 1.00 0.00. 0 0.00 1.00 1.00 0.00 0.00 0 0.00 0.00 0.00 1.00 0.00 0 0.00 0.00 0.00 1.00 0.00 0 0.00 0.00 0.00 0.00 1.00 0 0.00 0.00 _0.00 0.00 -1.00 0 0.00 *(36)COLUMN & BRACING DESIGN LOADS: Deflection * *Load Snow/ Rafter _Wind Brace -Wind Long Column_Wind Aux_Load *No Id Dead Coll Live Left Right Left Right Wind Press Suct Seisl Id Coef 0 *(37)RAFTER DESIGN LOADS: * * No. Load Snow/ Rafter Wind 1 Rafter Wind 2 Aux Load 6/28/2002 EwDes-L.out Page 5 *Load Id Dead Collat Live Left Right ' Left Right Seis ( Id Coef 7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 6 1.00 1.00. 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 *(38)RAFTER DESIGN LOADS: Deflection * * No. Load Snow/ Rafter _ Wind _1 Rafter -Wind -2 Aux -Load *Load Id Dead Collat Live Left Right- Left Right Seis Id Coef 0 *(39)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(40)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type W1 W2 Co DL1 D12 -Unif. 0 G26965 Endwall Design Code 6/28/02 10:29am STRUCTURAL CODE: Design Basis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AIS196 BUILDING CODE: Wind Code - UBC Year - 97 Seismic Zone - 3 G26965 Column & Rafter Design 6/28/02 10:29am " MEMBER SIZES: Member Member Member Member Member ---Web Size -- Id Locate Size Depth Thick Col -1 0.8 8C16,( 8.00_ 16ga Col -2 8.0 8C16' 8.00 16ga Col -3 22.0 8C16i 8.00 16ga Col -4 29.3 8C16e 8.00 16ga Raf-1 8C16w' 8.00 16ga -Flange Member Member Width _Size- Thick Length Weight 3.00 16ga 10.8 34.0 3.00 16ga 11.5 35.9 3.00 16ga 11.5 35..9 3.00 16ga 10.8 34.0 3.00 16ga 15.1 47.2 6/28/2002 EwDes-L.out Raf-2 8C16✓ 8.00 16ga DESIGN ACTIONS/STRESSES: (C/D/Z-Section) Mem Load Id Id Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 1 2 3 4 5 6 7 3.00 16ga 15.1 Total= Pa ge 6 47.2 234.31 - Axial ( k ) - -- Shear ( k ) - Moment ( f -k ) Design Allow Design Allow Design Allow Load Load toad Load Load Load ------ 0.59. ------ 8.83 ------ 0.00 ------ 2.34 ------ 0.00 ------ 4.44 0.03 11.77 0.00 3.11 0.00 5.92 2.15 11.77 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 0.09 11.77 0.00 3.11 0.00 5..92 1.17 11.77 0.00 3.11 0.00 5.92 2.91/ 8.79 0.00 2.34 0.00 4.44 2.21 11.72 -0.95 3.11 2.72 5.92 0.09 11.72 -0.95 3.11 2.72 5.92 -1.19 38.59 0.95 3.11 -2.72 5.92 -1.19 38.59 -0.95 3.11. 2.72 5.92 -1.19 38.59 -0.95 3.11 2.72 5.92 1.37 11.72 0.00 3.11 0.00 5.92 0.31 11.72 0.00 3.11 0.00 5.92 2.91/ 8.79 0.00 2.34 0.00 4.44 0.09 11.72 -0.95 3.11 2.72 5.92 0.09 11.72 -0.95 3.11 2.72 5.92 -1.19 38.59 0.95 3.11 -2.72 5.92 -1.19 38.59 -0.95 3.11 '2.72 5.92 -1.19 38.59 -0.95 3.11 2.72 5.92 0.38 11.72 0.00 3.11 0.00 5.92 0.34 11.72 0.00 3.11 0.00 5.92 0.59 8.83 0.00 2.34 0.00 4.44 0.03 11.77 0.00 3.11 0.00 5.92 0.03 11.77 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 -0.21 38.59 0.00 3.11 0.00 5.92 0.08 11.77 0.00 3.11 0.00 5.92 0.11 11.77 0.00 3.11 0.00 5.92 0.13 11.69 1.61 2.34 3.19 4.68 -0.15 38.59 -0.68 3.11 -1.34 6.24 -0.15 38.59 -0.68 3.11 -1.34 6.24 -0.15 38.59 -0.68 3.11 -1.34 6.24 -0.15 38.59 -0.68 3.11 -1.34 6.24 -0.47 38.59 0.22 3.11 0.44 6.24 0.65 17.14 0.15 3.11 0.28 6.24 0.13 11.69 -1.61 2.34 3.19 4.68 -0.15 38.59 0.68 3.11 -1.34 6.24 -0.15 38.59 0.68 3.11 -1.34 6.24 -0.15 38.59 0.68 3.11 -1.34 6.24 -0.15 38.59 0.68 3.11 -1.34 6.24 -0.33 38.59 -0.20 3.11 0.42 6.24 0.33 15.62 -0.16 3.11 0.30 6.24 6/28/2002 EwDes-L.out STRESS RATIO: Mem Load Id Id Axial Shear Moment Axl+Mom Shr+Mom ----- Col-1 ---- 1 ----- 0.07 ----- 0.00 ------ 0.00 -----=- 0.07 ------- Col -1 2 0.00 0.00 0.00 0.00 Col -1 3 0.18 0.00 0.00 0.18 Col -1 4 0.01 0.00 0.00 0.00 Col -1 5 0.01 0.0.0 0.00 0.00 Col -1 6 0.01 0.00 0.00 0.00 C01-1 7 0.01 0.00 0.00 0.01 C01-1 8 0.10 0.00 0.00 0.10 Col -2 1 0.33 0.00 0.00 0.33 Col -2 2 0.19 0.30 0.46 0.66 0.09 Col -2 3 0.01 0.30 0.46 0.47 0.09 Col -2 4 0.03 0.30 0.46 0.46 0.09 Col -2 5 0.03 0.30 0.46 0.46 0.09 Col -2 6 0.03 0..30 0.46 0.46 0.09 Col -2 7 0.12 0.00 0.00 0.12 Col -2 8 0.03 0.00 0.00 0.03 Col -3 1 0.33 0.00 0.00 0.33 Col -3 2 0.01 0.30 0.46 0.47 0.09 Col -3 3 0.01 0.30 0.46 0.47 0.09 Col -3 4 0.03 0.30 0.46 0.46 0.09 Col -3 5 0.03 0.30 0.46 0.46 0.09 Col -3 6 0.03 0.30 0.46 0.46 0.09 Col -3. 7 0.03 0.00 0.00 0.03 Col -3 8 0.03 0.00 0.00 0'.03 Col -4 1 0.07 0.00 0.00 0.07 Col -4 2 0.00 0.00 0.00 0.00 Col -4 3 0.00 0.00 0.00 0.00 Col -4 4 0.01 0.00 0.00 0.00 Col -4 5 0.01 0.00 0..00 0.00 Col -4 6 0.01 0.00 0.00 0.00 Col -4 7 0.01 0-.00 0.00 0.01 Col -4 8 0.01 0.00 0.00 0.01 Raf-1 1 0.01 0.69 0.68 0.68 0.94 Raf-1 2 0.00 0.2*2 0.22 0.22 0.09 Raf-1 3 0.00 0.22 0.22 0.22 0.09 Raf-1 4 0.00 0.22 0.22 0.22 0.09 Raf-1 5 0.00 0.22 0.22 0.22 0.09 Raf-1 6 0.01 0.07 0.07 0.07 0.01 Raf-1 7 0.04 0.05 0.04 0.07 0.00 Raf-2 1 0.01 0.69 0.68 0.68 0.94 Raf-2 2 0.00 0.22 0.22 0.22 0.09 Raf-2 3 0.00 0.22 0.22 0.22 0.09 Raf-2 4 0.00 0.22 0.22 0.22 0.09 Raf-2 5 0.00 0.22 0.22 0.22 0.09 Raf-2 6 0.01 0.06 0.07 0.07 0.01 Raf-2 7 0.02 0.05 0.05 0.05 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Pa ge 7 6/28/2002 EwDes-L.out Page 8 Mem Id Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -1 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -2 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -3 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Col -4 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-1 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 Raf-2 Load Deflection (in) Id Calc Allow 1 0.00 0.72 2 0.00 0.72 3 0.00 0.72 4 0.00 0.72 5 0.00 0.72 6 0.00 0.72 7 0.00 0.72 8 0.00 0.72 1 0.00 -0.76 2 0.25 0.76 3 0.25 0.76 4 -0.25 0.76 5 0.25 0.76 6 0.25 0.76 7 0.00 0.76 8 0.00 0.76 1 0.00 0.76 2 0.25 0.76 3 0.25 0.76 4 -0.25 0.76 5 0.25 0.76 6 0.25 0.76 7 0.00 0.76 8 0.00 0.76 1 0.00 0.72 2 0.00 0.72 3 0.00 0.72 A 0.00 0.72 5 0.00 0.72 6 0.00 0.72 7 0.00 0.72 8 0.00 0.72 1 -0.26 0.93 2 0.11 1.40 3 0.11 1.40 4 0.11 1.40 5 0.11 1.40 6 -0.04 1.40 7 -0.02 1.40 1 -0.26 0.93 2 0.11 1.40 3 0.11 1.40 4 0.11 1.40 5 0.11 1.40 6 -0.04 1.40 7 -0.02 1.40 Reaction Horz (OP) 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.95 0.95 -0.95 0.95 0.95 0.00 0.00 0.00 0.95 0.95 -0.95 0.95 0.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 (k ) Vert 0.59 -2.08 2.15 -0.21 -0.21 -0.21 -0.92 1.17 2.91 2.21 -2.03 -1.19 -1.19 -1.19 1.37 -0.71 2.91 0.09 0.09 -1.19 -1.19 -1.19 0.38 0.34 0.59 0.03 0.03 -0.21 -0.21 -0.21 0.08 0.11 Horz(IP) 0.00 1.38 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.00 1.38 0.00 0.00 0.00 0.00 0.66 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ G26965 Rafter Splice Report 6/28/02 10:29am ----------------=---------------------------------------------------=--------- ------------------------------------------------------------------------------ Splice -Surface- ---Plate--- ---Design Load-------Bolts(A325 )---- 6/28/2002 EwDes-L.out Page 9 Id Typ Id Locate Width Thick Id Axl Shr Mom Row Diam Space Gage 1 M 3 0.0 3.0 0.375 2 0.2 0.0 1.0 2 0.500 2.00 0.00 1 0.0 0.0 -2.5/ 2 0.500 2.00 0.00 G26965 Base Plate & Anchor Bolt Design 6/28/02 10:29am Column Base Id Depth Col -1 8.0 Col -2 8.0 Col -3 8.0 Col -4 8.0 Max_Reactions(k ) Comp Tens Shear 1.6 -1.6 1.0 2.9 -1.5 1.3 2.9 -0.9 0.7 0.6 -0.2 0.0 --Plate_Size(in)---Bolts(A307 )- Width Length Thick Row Diam Gage G26965 Flush Girt Design Report 6/28/02 10:29am GIRT LOCATION: Bay No. Girt Id Id Girt 1 1 1 7.333 2 1 7.333 3 1 7.333 GIRT SPAN: Bay No. Girt Id Id Girt 1 1 1 6.542 2 1 13.292 3 1 6.542 GIRT SIZE: Bay No. Girt Id Id Girt 1 1 1 6.5Z16' 2 1 6.5Z16 3 1 6.5216 GIRT ACTIONS: Bay Girt Ld--Shear(k )--- --Moment(f-k )-- ---Deflect(in)-- Id Id Id Calc Allow UC Calc Allow UC Calc Allow UC 1 1 WP -0.32 3.89 0.08 -0.53 4.62 0.11 -0.03 0.87 0.03 WS 0.32 3.89 0.08 0.53 3.98 0.13 0.03 0.87 0.03 2 1 WP -0.69 3.89 0.18 -2.28 4.62 0.49 -0.51 1.77 0.29 WS 0.69 3.89 0.18 2.28 3.94 0.58 0.51 1.77 0.29 6/28/2002 EwDes-L.out Page 10 3 1 WP -0.32 3.89 0.08 -0.53 4.62 0.11 -0.03 0.87 0.03 WS 0.32 3.89 0.08 0.53 3.98 0.13 0.03 0.87 0.03 G26965 Endwall Diagonal Bracing Summary 6/28/02 10:29am PANEL SHEAR WITH NO BRACING: • Panel Shear (Allow) = 100.0 Panel Shear (Calc ) = 46.0 CABLE BRACING REQUIRED: Bay Level ------ Diag_Brace----- Max Diag_ Force (k ) Brace_Tension(k ) Id Height ------ Type Size 'Part Wind Seismic, Calc Allow --- 1 7.33 ---- ------ C 0.312 -------- CB0313 ------ 1.90 ------- 0.91 ------ ------ 1.9011, 5.60 10.95 C 0.312 CB0313 1.54 0.74 1.54"' 5.60 COLUMN BASE REACTIONS: Bay Col Max Max Id Id Horz Vert(+/-) 1 1 -1.38 1.99 1 2 1.38" 1.99 G26965 Wall Panel Report 6/28/02 10:29am PANEL DATA: Bay= 2 Panel: 26 HR Type = HR Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTION: - --------- Moment(ft-lb/ft)--------- Span Span LD Support Midspan ---Deflect(in)-- Id ' ---- (ft) Id Calc Allow UC Calc Allow UC Calc Allow UC 1 ----- 7.33 -- WP ----- 118.0 ----- 277.7 ---- 0.43 ----- -87.0.186.6 ----- ---- 0.47 ----- -0.55 ----- 0.98 ---- 0.56 WS -118.0 186.6 0.63 87.0 277.7 0.31 0.55 0.98 0.56 ' 2 5.92 WP 118.0 277.7 0.43 -41.6 186.6 0.22 -0.10 0.79 0.13 WS -118.0 186.6 0.63 41.6 277.7 0.15 0.10 0.79 0.13 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ G26965 Endwall.Design Warning Report 6/28/02 10:29am -------------------------------------------=---------------------------------- ------------------------------------------------------------------------------ 6/28/2002 EwDes-L.out Page 11 .. No Warnings G26965 _ Endwall Weight Summary 6/28/02 10:29am FORCED SPACING: Total Column Weight Total Rafter Weight Total Girt Weight Total Door Jamb Weight Total Bracing Weight Total Clips Weight 139.90 94.41 67.47 0.00 = 5.76 36..30 Total Endwall Weight = 343.85 6/28/2002 C:\MBS JOBS\G26965\EwDes-R:out Page 1 ------------------------------------------------------------------- *G26965 Endwall Design Input Echo 6/28/02 10:29am *(1)JOBID: (Max: 60 char) IG26965' *(2)PROGRAM OPTIONS: * EW Run Run Run Run No_Des Lap * Id Col/Raf Girt Brace Panel Cycles Stiff 'R' 'Y' 'Y' 'Y' 'Y' 4 0.50 *(3)DESIGN CODE: *Design --- Steel -Code --- ---Build--- Seismic * Code Cold Hot Country Code Year Zone 'WS' 'AISI96' 'AISC89' ' ----' 'UBC ' 197' 13 ' *(4)DESIGN CONSTANTS: Wind * ------------------ Steel _ Yield ------------------ ---Stress Ratio--- Strength * Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel Factor 50.0 50.0 55.0 50.0 36.0 36.0 50.0 80.0 1.03 1.03 1.03 1.3330 *(5)DEFLECTION LIMITS: * -----Rafter----= ---Girt--- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180. 120. 0. 180. 90. 0. 90. 0. 90. '60. *(6)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace III IYI V V I IV B T V l IYI *(7)BUILDING TYPE: * Build Expand_EW * Type Use Offset 'FF-' IN ' 0.00 *(8)SURFACE SHAPE: * No. X-Coord Y-Coord Offset * Surf _ (ft) (ft) (in) 4 0.0000 12.0000 9.000 15.0000 13.25.00 6.500 30.0000 12.0000 6.500 30.0000 0.0000 9.000 r*(9)BAY SPACING: * Roof Frame Sets Of Bay No. * Bay Recess Bays Width Bays 20.0000 0.3333 3 8.0000 1 14.0000, 1 8.0000 1 6/2812002 , EwDes-R.out Page 2 *(10)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member Remove * Open Id Width Height Offset Type Height Elev Depth Select Panels 0 *(11)PARTIAL WALLS: * Set _Of Base Full--Bay_Id-- Wall * Bays Type Load Start End Height 0 *(12)COLUMNS: *--Left_Corner---Right_Corner---Int_Facia-- Int _No_Facia Max_UnBr Base .* Type Rot Depth Type Rot Depth Type Depth Type Depth Same Length Elev * (in) (in) . (in) (in) Dep (ft) (in) 'CDW ' '-' 0.00 'CDW ' '-' 0.00 'CDW ' 0.00 'CDW ' 0.00 'N' 30.000 0.000 *(13)COLUMN SIZE: * Set No. Column * Member Column Size 'N' (14) RAFTERS: * Rafter Set Rafter Flange * Select Depth Same Brace 'CDW ' 0.000 'Y' 'Y' *(15)RAFTERS SIZE: * Set No. Rafter * Member Rafter Size ,N' *(16)RAFTER SPLICES: * Surf No. Splice Splice * Id Splice 'Loc. Type 2 0 3 1 0.0000 'M ' *(17)ENDWALL GIRTS: * Girt Flange Set Set Max Girt _To One _Girt Max_Unbr * Type Brace Depth Lap Space Rafter Depth/Bay Length 'ZF' 'Y' 0.000 0.0000 7.3333' 'Y' . 'Y' 13.0000 *(18)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set No. Girt * Loc Girts Location TPI, 1 7.3333 .*(19)SPECIAL GIRT: * Sets _Of, --Bay_Id-- Girt Girt Girt * Girts Start End Height Type Rotate 0 *(20)ROOF PURLINS:- Surf URLINS:Surf Peak Purl No. Surf * Id Space Space Purlin Ext 3 0.833 4.740 3 0.000 6/28/2002 EwDes-R.out Page 3 2 0.833 4.740 3 *(21)PANELS: * Wall * Panel '26 HR ' *(22)WIND FRAMING SELECTION: * -----Order-Of-Selection ------ • Panel Diagonal Wind Wind * Shear Bracing Bent Column 'N' 'Y' 'N' 'N' *(23)WALL BRACING: * Wind Brace No. Bays. Specified * Shear Type Specified Bays_ For Bracing 100.0 'CR' 1 2 *(24)WIND BENTS: * --Member-- No Of * Type Depth Bays Bay_Id '-' 0.00 0 *(25)WIND COLUMNS: * --Member-- No Of Left/ , * Type Depth Bays Bay_Id Right '-' 0.00 0 *(26)WALL BRACING ATTACHMENT *No_Of Attach--Bay_Id-- No_Of *Attach Id Start End Level Level_Height 0 *(27)EAVE EXTENSION: * *Wall No_Of Ext-Bay_Id---Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 *(28)CANOPY: * *Wall No_Of Ext-Bay_Id-- *Id Ext Id Start End Height Width 3 0 2 0 4 0 -Edge Extend- Ext Slope Left Right Mount *(29)FACIA/PARAPET * *Wall #Of Ext Fac Bay_Id ----Attach-Beam--- ---Facia/Parapet--- Edge_Extend Ext * Id Ext Id Typ St End Height Width Slope Elev Height Slope Left Right Mnt * (C,E) (ft) (ft) ?:12 (ft) (ft) ?:12 (ft) (ft) 3 0 2 0 4 0 6/28/2002 EwDes-R.out Page 4 *(30)FACIA/PARAPET GIRTS: * *Ext ----Top---- --Interior----Back-Panel--- Angle *Id Type Rotate Type Rotate Part Rotate Spacing *(31)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, AND PARAPET: * * *Ext Ext_Beam Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Press Suct Press Suct Press Suct *(32)BASIC LOADS: I -* Dead Collat Live Snow Basic Wind_ Load_ Ratio Seismic Torsion -Forces * Load Load Load Load Wind Deflect Factor Load Wind Seismic 2.2 0.0 20.0 0.0 17.4 1.00 1.00 0.66 0.00 0.00 *(33)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 15.6 -15.6 .. Column 15.6 -15.6 .. Girt/Header 15.6 -15.6 .. Jamb 20.8 -20.8. .. Panel 22.6 -22.6 .. Parapet Girt *(34)WIND.COEFFICIENTS: * Surf Rafter_Wind_1 Rafter -Wind -2 Bracing Wind Long Surface * Id Left Right Left Right Left Right Wind Friction 1 0.80 -0.50. 0.80 -0.50 0.80 -0.50 0.00 0.00 2 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 ,0.00 0.00 *(35)COLUMN & BRACING.DESIGN LOADS: * *Load Snow/ Rafter Brace Long Column Aux *No Id Dead Coll Live Left _Wind Right Left -Wind Right Wind Press -Wind Suct Seisl Id -Load Coef 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0 0.00 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0 0.00 5 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 '*(36)COLUMN & BRACING DESIGN LOADS: Deflection * *Load Snow/ Rafter _Wind Brace -Wind Long Column -Wind Aux -Load *No Id Dead Coll Live Left Right Left Right Wind Press Suct Seis► Id Coef 0 *(37)RAFTER DESIGN LOADS: * * No. Load Snow/ Rafter -Wind -1 Rafter -Wind -2 Aux Load 6/28/2002 EwDes-R.out Page 5 *Load Id Dead Collat Live Left Right Left Right Seis I Id Coef 7 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 0.00 0.00. 1.00 0.00 0.00 0 0.00 5 1.00 0.00 0.0,0 0.00. 0.00 0.00 1.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 7 1.00 1.00 0.00 0..00 0.00 0.00 0.00 -1.00 0 0.00 *(38)RAFTER DESIGN LOADS: Deflection. •* No. Load Snow/ Rafter _ Wind _1 Rafter -Wind -2 Aux Load *Load Id Dead Collat Live Left Right Left Right Seis IId Coef 0 *(39)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux. Id Name Combs Id Coef 0 *(40)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type W1 W2 Co DL1 DL2 -Unif. 0 --------------------------- G26965 Endwall Design Code 6/28/02 10:29am STRUCTURAL CODE: Design Basis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AISI96 BUILDING CODE: Wind Code - UBC Year - 97 Seismic" Zone - 3 ---------------------------------------------- G26965 Column & Rafter Design 6/28/02 10:29am • MEMBER SIZES: Member Member Member ---Web -Flange Size- Member Member Id Locate Size Depth - Thick Width Thick Length Weight Col -1 0.8 8C16v 8.00 16ga 3.00 16ga 10.8 34.0 Col -2 8.0 8C16v 8.00 16ga 3.00 16ga 11.5 35.9 Col -3 22.0 8C16' 8.00 16ga . 3.00 16ga 11.5 35.9 Col -4 29.3 .8C161 8.00 16ga 3.00 16ga 10.8 34.0 Raf-1 8C161' 8.00 16ga 3.00 16ga 15.1 47.2 6/28/2002 EwDes-R.out Page 6 Raf-2 8C16 8.00 16ga 3.00 16ga 15.1 47.2 Total= 234.31 DESIGN ACTIONS/STRESSES: (C/D/Z-Section) - Axial (k ) - -- Shear (k )- Moment (f -k ) Mem Load Design Allow Design Allow Design Allow Id Id Load Load Load Load Load Load ----- 001-1 ---- 1 ------ 0.59 ------ 8.83 ------ 0.00 ------ 2.34 ------ .0.00 ------ 4.44 C01-1 2 0.03 11.77 0.00 3.11 0.00 5.92 C01-1 3 0.03 11.77 0.00 3.11 0.00 5.92 C01-1 4 -0.21 38.59 0.00 3.11 0.00 5.92 Col -1 5 -0.21 38.59 0.00 3.11 0.00 5.92 C01-1 6 -0.21 38.59 0.00 3.11 0.00 5.92 Col -1 7 0.11 11.77 0.00 3.11 0.00 5.92 Col -1 8 0.10 11.77 0.00 3.11 0.00 5.92 Col -2 1 2.91/ 8.79 0.00 2.34 0.00 4.44 Col -2 2 0.09 11.72 -0.95 3.11 2.72 5.92 Col -2 3 1.18 11.72 -0:95 3.11 2.72 5.92 Col -2 4 -1.19 .38.59 0.95 3.11 -2.72 5.92 Col -2 5 -1.19 38.59 -0.95 3.11 2.72 5.92 Col -2 6 -1.19 38.59 -0.95 3.11 2.72 5.92 Col -2 7 0.34 11.72 0.00 3.11 0.00 5.92 Col -2 8 0.89 11.72 0.00 3.11 0.00 5.92 Col -3 1 2.91/ 8.79 0.00 2.34 0.00 4.44 Col -3 2 1.18 11.72 -0.95 3.11 2.72 5.92 Col -3 3 0.09 11.72 -0.95 3.11 2.72 5.92 Col -3 4 -1.19 38.59 0.95 3.11 -2.72 5.92 Col -3 5 -1.19 38.59 -0.95 3.11 2.72 5.92 Col -3 6 -1.19 38.59 -0.95 3.11 2.72 5.92 Col -3 7 0.89 11.72 0.00 3.11 0.00 5.92 Col -3 8 0.34 11.72 0.00 3.11 0.00 5.92 Col -4 1 0.59 8.83 0.00 2.34 0.00 4.44 Col -4 2 0.03 11.77 0.00 3.11 0.00 5.92 Col -4 3 0.03 11.77 0.00 3.11 0.00 5.92 Col -4 4 -0.21 38.59 0.00 3.11 0.00 5.92 Col -4 5 -0.21 38.59 0.00 3.11 0.00 5.92 Col -4 6 -0.21 38.59 0.00 3.11 0.00 5.92 Col -4 7 0.10 11.77 0.00 3.11 0.00 5.92 Col -4 8 0.11 11.77 0.00 3.11 0.00 5.92 Raf-1 1 0.13 11.69 1.61 2.34 3.19 4.68 Raf-1 2 -0.15 38.59 -0.68 3.11 -1.34 6.24 Raf-1 3 -0.15 38.59 -0.68 3.11 -1.34 6.24 Raf-1 4 -0.15 38.59 -0.68 3.11 -1.34 6.24 Raf-1 5 -0.15 38.59- -0.68 3.11 -1.34 6.24 Raf-1 6 0.33 15.62 0.16 3.11 0.30 6.24 Raf-1 7 0.50 15.58 0.15 3.11* 0.2.7 6.24 Raf-2 1 0.13 11.69 -1.61 2.34 3.19 4.68 Raf-2 2 -0.15 38.59 0.68 .3.11 -1.34 6.24 Raf-2 3 -0.15 38.59 0.68 3.11 -1.34 6.24 Raf-2 4 -0.15 38.59 0.68 3.11 -1..34 6.24 Raf-2 5 -0.15 38.59 0.68 3.11 -1.34 6.24 Raf-2 6 0.50 15.58 -0.15 3.11 0.27 6.24 Raf-2 7 0.33 15.62 -0.16 3.11 0.30 6.24 6/28/2002 EwDes-R.out STRESS RATIO: Mem Load _ Id ----- Id ---- Axial Shear Moment Axl+Mom Shr+Mom Col-1 1 ----- 0.07 ----- 0.00 ------ 0.00 ------- 0.07 ------- Col -1 2 0.00 0.00 0-00 0.00 Col -1 3 0.00 0.00 0.00 0.00 Col -1 4 0.01 0.00 0.00 0.00 Col -1 5 0.01 0.00 0.00 0.00 Col -1 6 0.01 0.00 0.00 0.00 Col -1 7 0.01- 0.00 0.00, 0.01 Col -1 8 0.01 0.00 0.00 - 0.01 Col -2 1 0.33 0.00 0.00 0.33 Col -2 2 0.01 0.30 0.46 0.47 0.09 Col -2 3 0.1,0 0.30 0.46 0.56 0.09 Col -2 4 0.03 0.30 0.46 0.46 0.09 Col -2 5 0.03 0.30 0.46 0.46 0.09 Col -2 6 0.03 0.30 0.46 0.46 0.09 Col -2 7 0.03. 0.00 0.00 0.03 Col -2 8 0.08 0.00 0.00 0.08 Col -3 1 0.33 0.00 0.00 0.33 Col -3 2 0.10 0.30 0.46 0.56 0.09 Col -3 3 0.01 0.30 0.46 0.47 0.09 Col -3 4 0.03 0.30 0.46 0.46 0.09 Col -3 5 0.03 0.30 0.46 0.46 0.09 Col -3 6 0.03 0.30 0.46 0.46 0.09 Col -3 7 0.08 0.00 0.00 0.08 Col -3 8 0.03 0.00 0.00 0.03 Col -4 1 0.07 0.00 0.00 0.07 Col -4 2 0.00 0.00 0.00 0.00 Col -4 3 0.00 0.00 0.00 0.00 Col -4 4 0.01 0.00 0.00 0..00 Col -4 5 0.01 0.00 0.00 0.00 Col -4 6 .0.01 0.00 0.00 0.00 Col -4 7 0.01 0.00 0.00 0.01 Col -4 8 0.01 0.00 .0.00 0.01 Raf-1 1 0.01 0.69 0.68. 0.68 0.94 Raf-1 2 0.00 0.22 0.22 0.22 0.09 Raf-1 3 0.00 0.22 0.22 0.22 0.09 Raf-1 4 0.00 0.22 0.22 0.22 0.09 Raf-1 5 0.00 0.22 0.22 0.22 0.09 Raf-1 6 0.02 0.05 0.05 0.05 0.00 Raf-1 7 0.03 0.05 0.04 0.07 0.00 Raf-2 1 0.01 0.69 0.68 0.68 0.94 Raf-2 2 0.00 0.22 0.22 0.22 0.09 Raf-2 3 0.00 0.22 0.22 0.22 0.09 Raf-2 4 0.00 0.22 0.22 0.22' 0.09 Raf-2 5 0.00 0.22 0.22 0.22 0.09 Raf-2 6 0.03 0.05 0.04 0.07 0.00 Raf-2 7 0.02 0.05 0.05 0.05 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Pa ge 7 6/28/2002 EwDes-R.out Page 8 Mem Load Deflection (in) Id ----- Id Calc Allow Col-- ---- 1 ------ ------ 0.00 0.72 Col -1 2 0.00 -0.72 Col -1 3 0.00 0.72 Col -1 4 0.00 0.72 Col -1 5 0.00 0.72 Col -1 6 0.00 0.72 Col -1 7 0.00 0.72 Col -1 8 0.00 0.72 Col -2 1. 0.00 0.76 Col -2 2 0.25 0.76 Col -2 3 0.25 .0.76 Col -2 4 -0.25 0.76 Col -2 5 0.25 0.76 Col -2 6 0.25 0.76 Col -2 7 0.00 0.76 Col -2 8 0.00 0.76 Col -3 1 0.00 0.76 Col -3 2 0.25 0.76 Col -3 3 0.25 0.76 Col -3 4 -0.25 0.76 Col -3 5 0.25 0.76 Col -3 6 0.25 0.76 Col -3 7 0.00 0.76 Col -3 8 0.00 0.76 Col -4 1 0.00 0.72 Col -4 2 0.00 0.72 Col -4 3 0.00 0.72 Col -4 4 0.00 0.72 Col -4 5 0.00 0.72 Col -4 6 0.00 0.72 Col -4 7 0.00 0.72 Col -4 8 0.00 0.72 Raf-1 1 -0.26 0.93 Raf-1 2 0.11 1.40 Raf-1 3 0.11 1.40 Raf-1 4 0.11 1.40 Raf-1 5 0.11 1.40 Raf-1 6 -0.02 1.40 Raf-1 7 -0.02 1.40 Raf-2 1 -0.26 0.93 Raf-2 2 0.11 1.40 Raf-2 3 0.11 1.40 Raf-2 4 0.11 1.40 Raf-2 5 0.11 1.40 Raf-2 6 -0.02 1.40 Raf-2 7 -0.02 1.40 Reaction (k ) Horz(OP) ------- Vert ----- Horz(IP) ------- 0.00 0.59 0.00 0.00 0.03 0.00 0.00 0.03 0.00 0.00 -0.21 0.00 0.00 =0.21 0.00 0.00 -0.21 0.00 0.00 0.11 0.00 0.00 0.10 0.00 0.00 2.91 0.00 0.95 -1.01 1.38 0.95 1.18 0.00 -0.95 -1.19 0.00 0.95 -1.19 0.00 0.95 -1.19 0.00 01.00 .-0.19 0.66 0.00 0.89 0.00 0.00 2.91 0.00 0.95 1.18 0.00 0.95 -1.01 1.38 -0.95 -1.19 0.00 0.95 -1.19 0.00 0.95 -1.19 0.00 0.00 0.89 0.00 0.00 -0.19 0.66 0.00 0.59 0.00 0.00 0.03 0.00 0.00 0.03 0.00 0.00 -0.21 0.00 0.00 -0.21 0.00 0.00 -0.21 0.00 0.00 0.10 0.00 0.00 0.11 0.00 G26965 Rafter. Splice Report 6/28/02 10:29am Splice -Surface- ---Plate--- ---Design Load-------Bolts(A325 )---- 6/28/2002 EwDes-R.out Page 9 Id Typ Id Locate Width Thick Id Axl Shr Mom Row Diam Space Gage ---- -- ----- ----- ----- --- ------ ----- ---- 1 M 3 0.0 3.0 0.375 2 0.2 .0.0 1.0/ 2 0.500 2.00 0.00 1 0.0 0.0 -2.5 2 0.500 2.00 0.00 G26965 Base Plate & Anchor Bolt Design 6/28/02 10:29am Column Base. Id Depth Col -1 8.0 Col -2 8.0 Col -3 8.0 Col -4 8.0 Max _Reactions(k )--Plate_Size(in)---Bolts(A307 )- Comp. Tens Shear Width Length Thick Row Diam .Gage 0.6 -0.2 0.0 2.9 -0.9 1.3 2.9 -0.9 1.3 0.6 -0.2 0.0 G26965 Flush Girt Design Report 6/28/02 10:29am GIRT LOCATION: Bay No. Girt Id Id Girt 1 1 1 7.333 2 1 7.333 3 1 7.333 GIRT SPAN: Bay No. Girt Id Id Girt 1 1 1 6.542 2 1 13.292 3 1 6.542 GIRT SIZE: Bay No. Girt Id Id Girt 1 1 1 6.5Z16 • 2 1 6.5Z16 3 1 6.5216 GIRT ACTIONS: Bay Girt Ld--Shear(k )-----Moment(f-k )-- ---Deflect(in)-- Id Id Id Calc Allow UC Calc Allow UC Calc Allow UC 1 1 WP -0.32 3.89 0.08 -0.53 4.62 0.11 -0.03 0.87 0.03 WS 0.32 3.89 0.08 0.53 3.98 0.13 0.03 0.87 0.03 2 1 WP -0.69 3.89 0.18 -2.28 4.62 0.49 -0.51 1.77 0.29 WS 0.69 3.89 0.18 2.28 3.94 0.58 0.51 1.77 0.29 6/28/2002 Ew"Des=R: out Page 10 3 1 WP -0.32 3.89 0.08 -0.53 4.62 0.11 -0.03 0.87 0.03 WS 0.32 3.89 0.08 0.53 3.98 0.13 0.03 0.87 0.03 ------------------- G26965 Endwall Diagonal Bracing Summary 6/28/02 10:29am PANEL SHEAR WITH NO BRACING: Panel Shear (Allow) = 100.0 Panel Shear (Calc ) = 46.0 CABLE BRACING REQUIRED: Bay Level ------ Diag_Brace----- Max Diag_Force(k ) Brace_Tension(k ) Id Height Type Size Part Wind Seismic Calc Allow --- 2 ------ 10.95 ---- ------ C 0.312 -------- CB0313 ------ 1.72 ------- 0.82 ------ ------ 1.72✓ 5.60 COLUMN BASE REACTIONS: Bay Col Max Max Id Id Horz Vert(+/-)' 2 2 -1.38 1.03 •2 3 1.38V 1.03 G26965 Allow UC Wall Panel Report 6/28/02 10:29am Allow PANEL DATA: Bay= 2 Panel: 26 HR Type = HR Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- Span Span LD. Support Midspan ---Deflect(in)-- Id ---- (ft) ----- Id -- Calc Allow UC Calc Allow UC Calc Allow UC • 1 7.33 WP ----- 118.0 ----- 277.7 ---- 0.43 ----- -87.0 ----- 186.6 ---- 0.47 ----- -0.55 ----- 0.98 ---- 0.56 WS -118.0 186.6 0.63 87.0 277.7 0.31 0.55 0.98 0.56 2 5.92 WP 118.0 277.7 0.43 -41.6 186.6 0.22 -0.10 0.79 0.13 WS -118.0 186.6 0.63 41.6 277.7 0.15 0.10 0.79 0.13 G26965 Endwall Design Warning Report 6/28/02 10:29am v N 6/28/2002 EWDes-R.out Page 1.j .. No Warnings ------------------------------ G26965 Endwall Weight Summary 6/28/02 10:29am FORCED SPACING: Total Column Weight = 139.90 Total Rafter Weight = 94.41 Total Girt Weight = 67.47 Total Door Jamb Weight = 0.00 Total Bracing Weight = 7.60 Total Clips Weight = 36.30 Total Endwall Weight = 345.68 6/28/2002 C:\MBS JOBS\G26965\RfDes-Lout Page 1 *G26965 Rigid Frame Design Input Echo 6/28/02 10:31am * (1) JOBID: (Max: 60 char) 'G26965 I ' *(2)PROGRAM OPTIONS: *Frame Frame Stress Frame No -Of End -Conn Splice * Id Type Space Space Cycle Lt Rt Fix • 1 ' RF ' 5.0.0 20. 00✓ 7 ' P' ' P' 1.00 *(3)ANALYSIS OPTIONS: *Plate Depth Frame Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web Stiffener P * Opt Opt Sym Typ Min Max Typ Min Max Use Ratio Side Delta 'Y' 'N' 'S' 'Ti 9.50 60.00 'T' 8.00 60.00 'N'. 0.00 'Y ' 'N' *(4)DESIGN CODE: * *Design --- Stee.l_Code--- ---Build--- Seismic * Code Cold Hot Country Code Year Zone 'WS ' 'AISI96' 'AISC89' ' ----' 'UBC ' 197' 13 ' *(5)DESIGN CONSTANTS: * Wind * ----------- Steel _Yield(ksi )--------------- Stress _Ratio---- 'Strength * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Factor 50.0 50.0 36.0 36.0 46.0 50.0 50.0 1.03 1.03 1.03 1.03 1.3330 *(6)DEFLECTION LIMITS: * Total Weak * Horz Vert Vert Axis 60.0 180.0 0.0 60.0 *(7)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React *(8)BUILDING SHAPE: End Dep * No. X_Coord Y_Coord Offset * Surf (ft) (ft) (in) 4 0.0000 12.0000 9.000 - 15.0000 13.2500 6.500 30.0000 12.0000 6.500 30.0000 0.0000 9.000 *(9)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------- ' 2 '--------' 3 '--------' 4 '------- -' --Depth(in)- No. Start End Dep 10.000 10.000 0 10.000 10.000 0 10.000 10.000 0 10.000 10.000 0 Interior_ Depths Loc.(ft) Depth(in) 6/28/2002 *(10)MEMBER SPLICES: * Surf No. Splice Splice * Id Splice Loc(ft) Type 1 0 2 1 0.0000 'VEE' 3 1 0.0000 '-EE' 4 1 0.0000 'VEE' *(11)SEGMENT PLATES: * Mem No. Seg Len Flange * Id Seg Id (ft) Width 1 1 1 0.0000 5.0 2 2 2 0.0000 5.0 3 5.0000 5.0 i 3 2 4 5.0000 5.0 5 0.0000 5.0 4 1 6 0.0000 5.0 RfDes-l.out Page 2 Plate Thickness (in) Web O.S.Flg I.S.Flg 0.1120 0_.2500 0.2500 0.1120 0.2500 0.2500 0.1120 0.2500 0.2500 0.1120 0.2500 0.2500 0.1120 0.2500 0.2500 0.1120 0.2500 * 0.2500 *(12)INTERIOR COLUMNS: * No. Col Col Col Col Connection Unbrace_Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(13)TAPERED INTERIOR COLUMNS: *Col Col ---Depth---- No. Start--Web_Depth--- * Id Shape Min Max Mem Locate Start- End *(14)BASE ELEVATION: * Elev 0.00 Left Column 0.00 Right Column *(15)WALL GIRTS: Web Flg OS_Flg IS_Flg Thick Width Thick Thick *Surf Girt Girt . Girt Girt No. * Id Type Depth Project Lap Girt Location(ft) 1 1ZB' 9.00 0.00 0.125 1 7.333 4 1ZB' 9.00 0.00 0.125 1 7.333 *(16)ROOF PURLINS: *Surf Purl Purl Purl Purl No. Peak * Id Type Depth Project Lap Purlin Space 2 'ZB' 6.50 0.00 0.875 3 0.833 3 1ZB' 6.50 0.00 0.875 .3 0.833 *(17)FLANGE_BRACES: * Surf No. Flange_ Brace_ At * Id Brace Girt/Purlin Number 1 1 1 2 3 1 2 3 3 3 1 2 3 4 1 1 Set -Of -Set_Space- Space Space No. 0 0 6/28/2002 RfDes-Lout Page 3 *(18)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- ----Facia Size ---- Id Ext Id Type Elev Width Slope Elev Height Slope 1 0 4 0 *(19)EXTENSION LOADS: Load Width *Ext Dead Collat Live Windl_Coeff' Wind2_Coeff Facia -Wind *Id psf psf psf Left Right Left Right Left Right (20) BASIC LOADS: * Basic Wind -Seismic- Weak_ Axis_ Force * Dead Live Snow Collateral Wind Load Load Coef L_Col R_Col * psf psf psf psf psf Ratio k 2.20 16.00 0.00 0.00 17.37 1.00 0.30 0.36 0.00 0.00 *(21)WIND COEFFICIENTS: * Surf --Wind_1--- --Wind-2--- Long_Wind_l Surface * Id Left Right Left Right Lt Rt Friction 1 0.80 -0.50 0.80 -0.50 -0.70 -0.70 0.00 2 -0.70 -0.70 -0.70 -0.70 -0.70. -0.70 0.00 3 -0.70 -0.70 -0.70 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.70 -0.70 0.00 *(22)LONGITUDINAL BRACING LOADS: * * ----Wind----- ---Seismic--- * Horiz Vert Horiz Vert 2.14 1.08 1.73 0.87 .. Left Column 2.14 1.08 1.73 0.87 .. Right Column *(23)DESIGN LOADS: * -------------------- Load ------------------- *Load Live/ Live -Wind _Coefficients -Wind Long Wind -Seismic-- Aux -Load *No Id Dead Coll Snow Right Lt _1- Rt Lt _2- Rt Lt Rt Long Tran Id Coeff 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 3 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 4 1.00 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0 0.0 5 1.00 1.00 1.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 6 1.00 0.00 0.50 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 7 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 8 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.0 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.0 10 1.00 1.00 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0 0.0 11 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0 0.0 12 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.0 13 1.00 0.00 0.50 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.0 14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.0 15 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.0 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.0 17 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 0.0 18 1.00 1.00 1.00 -0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 19 1.00 1.00 0.50 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.0 *(24)DESIGN LOADS: 6/28/2002 RfDes-l.out Page 4 * -------------------- Load _Coefficients ------------------- *Load . Live/ Live-Wind_1- Wind_2- Long_Wind -Seismic-- Aux Load *No Id Dead Coll Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 0 *(25)AUXILARY LOADS: *No. Aux Aux *Aux Id Name 0 No. Add Add Comb Loads Id Coeff. * (26)ADDITIONAL LOADS: (F -k , W-k/ft, Dx, Dy., D1 -ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc *Add Id Id Type Type W1 W2 Co Dll D12 -Dist 0 • * (2 7) FLOOR BEAMS: * Bay No. Beam Beam Con_Type Con_Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 *(28)CABLES: * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type Area 1 0 *(29)CRANE BRACKET: *Crane Bay Crane Crane Beam - --Offset---- ---Bracket---- Col Sup Load *No Id Id Type Height . Depth Left Right Type Select L R (k ) 0 (30) FRAME LINES: * No *Line Frame _j 2 2 3 G26965 Rigid Frame Design Code 6/28/02 10:31am STRUCTURAL CODE: Design Basis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AISI96 BUILDING CODE: Wind Code - UBC Year - 97 Seismic Zone - 3 Seismic Coef 0.36 G26965 Base Plate and Anchor Bolt Design 6/28/02 10:31am Weak 6/2812002 RfDes-l.out' Page 5 --Column Base -- Loc. Typ Depth Left P 10.5 Right P 10.5 WELDS: Max_Reactions(k ) Axis --Plate Size(in)-- Comp Tens Shear Tens Width Length Thick 5.8 -2.9 -2.9 0.0 5.0 11.00 0.500- 5.8 -2.9 2.9 0.0 5.0 11.00 0.500 ---- Inside _Flange---- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ----- 0.188 F1 0.29 2.78 0.188 F1 0.29 2.78 Bolts(A307 )- Row Diam Gage 2 0.750 3.00 2 0.750 3.00 --------- Web '--------- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ------ 0.188 F1 0.29 2.78 0.188 F1 0.29 2.78 G26965 Bolted -End -Plate Design 6/28/02 10:31am Splice Member Web-Splice(in)- Id Typ Loc. Depth Width Thick 1 VEE 1- 2 10.00 5.0 0.500 2 -EE 2- 3 10.03 5.0 0.500 3 VEE 3- 4 10.00 5.0 0.500 WELDS: Splice Id Side 1 L 1 R 2 L 2 R 3 L 3 R Tens . Load ( k , f -k ) Loc. Id Shr Mom Top: ---- Outside _Flange --- Base Shear(k/in ) Id ----- Size Typ Calc Allow ----- --- ----- ----- Left 0.188 Fl 0.29 2.78 Right 0.188 F1 0.29 2.78 ---- Inside _Flange---- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ----- 0.188 F1 0.29 2.78 0.188 F1 0.29 2.78 Bolts(A307 )- Row Diam Gage 2 0.750 3.00 2 0.750 3.00 --------- Web '--------- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ------ 0.188 F1 0.29 2.78 0.188 F1 0.29 2.78 G26965 Bolted -End -Plate Design 6/28/02 10:31am Splice Member Web-Splice(in)- Id Typ Loc. Depth Width Thick 1 VEE 1- 2 10.00 5.0 0.500 2 -EE 2- 3 10.03 5.0 0.500 3 VEE 3- 4 10.00 5.0 0.500 WELDS: Splice Id Side 1 L 1 R 2 L 2 R 3 L 3 R Tens . Load ( k , f -k ) Loc. Id Shr Mom Top: (b) 4 20 Bot: 2 -3 18 Top: 2 -1 6 Bot: 1 0 15 Top: (a) -4 20 Bot: 3 3 18 ----Bolts(A325 )----- Row Diam Space Gage 2 0.750 3.00 3.00 2 0.750 3.00 3.00 2 0.750 3.00 3.00 2 0.750 3.00 3.00 2 0.750 3.00 3.00 2 0.750 3.00 3.00 (a)Moment: D+L+2.8*Seismic L (b)Moment: D+L+2.8*Seismic R ---- Outside _Flange--- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ----- 0.188 F 2.08 2.78 0.188 F 2.08 2.78 0.188 F 0.61 2.78 0.188 F 0.61 2.78 0.188 F 2.08 2.78 0.188 F 2.08 2.78 ----Inside_Flange---- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ----- 0.188 F 1.93 2.78 0.188 F 1.93 2.78 0.188 F 1.56 2.78 0.188 F 1.56 2.78 0.188 F 1.93 2-.78 0.188 F 1.93 2.78 --------- Web --------- Shear(k/in ) Size Typ Calc Allow ----- --- ----- ----- 0.188 Fl 0.43 2.78 0.188 F1 0.43 2.78 0.188 F1 0.09 2.78 0.188 F1 0.09 2.78 0.188 F1 0.43 2.78 0.188 F1 0.43 2.78 G26965 Stiffener Report 6/28/02 10:31am Stiff -Plate -Size- Web Load -----Force(k )---- Location No. Width Thick Length Id Calc Allow UC 6/28/2002 RfDes-l.out Page 6 ---------- --- ----- ----- ------ ---- ----- ----- ---- Left Col 1 2.41 0.188 10.00 1 31.7 36.0 0.88 Right Col 1 2.41 0.188 10.00 1 31.7 36.0 0.88 Stiffener Yield = 50.0 ksi G26965 Flange Brace Report 6/28/02 10:31am • Flange Brace Yield= 36.0 ksi Flange Brace Bolt = 0.500 (A307 ) Surf No. ---- Max ----- Member Id Brace _Weld _Shear Load Shear Flange Braces Id 1 0 1 1 1 2 2 Loc 1 3 2 3 Sides: 2 2 4 11 Part : FB FB 5 _ 1 0.42 Force: 0.15 0.11 3 0.33 BrcUC: 0.06 0.05 ConUC: 0.10' 0.07 3 2 Loc 1 3 Sides: 2 2 Part FB FB Force: 0.11 0.15 BrcUC: 0.05 0-.06 ConUC: 0.07 0.10 4 0 G26965 Weld Report:' Web To Flange 6/28/02 10:31am G26965 Special Segment Report -------Weld Provided ------ Size Shear ---- Max ----- Member Segment Section _Weld _Shear Load Shear Id Id Id Id Win ) 1 1 1 2 0.33 2 2 5 1 0.42 2 3 8 1 0.15 3 4 11 1 0.15 3 5 14 1 0.42 4 6 18 3 0.33 G26965 Special Segment Report -------Weld Provided ------ Size Shear No. (in) (k/in ) Type Side 0.125 2.48. F 1 0.125 1.86 F 1 0.125 1.86 F 1 0.125 1.86 F 1 0.125 1.86 F 1 0.125 2.48 F 1 6/28/02 10:31am 6/28/2002 RfDes-1 . out Page 7 TOP OF LEFT COLUMN: ----------------------------- G26965 Design Summary Report 6/28/02 10:31am FRAME: Id = 1 Type = RF Line Id= 2 3 MEMBERS: Mem Segj Flange ►Web_Depthl Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Id Id I Len WidjStrt Endl Web 0-flg I-flgjId Ld UcvjId Ld UcojId Ld Uci 1 1 Reqd Initial Web Thick= 0.112 ( 0.112) Flange Width= 5.000 ( 5.000) Flange Thick= 0.250 ( 0.250) TOP OF RIGHT COLUMN: 1 0.68 2 Reqd Initial Web Thick= 0.112 ( 0.112) Flange Width= 5.000 ( 5.000) Flange Thick= 0.250 ( 0.250) G26965 Design Summary Report 6/28/02 10:31am FRAME: Id = 1 Type = RF Line Id= 2 3 MEMBERS: Mem Segj Flange ►Web_Depthl Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Id Id I Len WidjStrt Endl Web 0-flg I-flgjId Ld UcvjId Ld UcojId Ld Uci 1 1 11.5 5.0 10.0 10.0,'0.112 0.250 0.250 1 2 0.25 4 2 0.54 4 1 0.68 2 2 8.5 5.0 10.0 10.0 0.112 0.250 0.250 5 1 0.42 5 2 0.52 5 2 0.52 2 3 5.0 5.0 10.0 10.0 0.112 0.250 0.250 8 1 0.15 9 1 0.44 9 1 0.40 3 4 5.0 5.0 10.0 10.0 0.112 0.250 0.250 11 1 0.15 10 1 0.44 10 1 0.40 3 5 8.5 5.0 10.0 10.0/0.112 0.250 0.250 14 1 0.42 14 3 0.52 14 3 0.52 4 6 11.5 5.0.10.0 10.0"0.112 0.250 0.250 18 3 0.25 15 3 0.54 15 1 0-.68 No. Cycles For Plate Optimization= 3 LOAD COMBINATIONS: 1 - DL+CO+LL 2.- DL+WL 1 3 - DL+WR1 WEIGHTS: Member 1 2 3 4 Weight (lb) 145 166 166 145 6/28/2002 RfDes-l.out Page 8 Total Weight (lb) : Frame Members = .622 Interior Col. _ .0 Conn. Plates = 69 Base Plates = 16 Trans Stiff = 0 REACTIONS: (Sidewall Columns) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -------=-Left Column---- Fx(k ) ------ Fy(k ) ------- Fz(k ) -- ----- M(f-k ) 1.72 5.77 0.00 ------- 0.00 -3.85 -3.85 0.00 0.00 1.57 -1.50 0.00 0.00 -0.34 3.36 0.00 0.00 2.37 4.54 0.00 0.00 -3.12 -1.45 0.00 0.00 2.30 0.90 0.00 0.00 -3.85 -3.85 0.00 0.00 1.57 -1.50 0.00 0.00 -0.34 3.36 0.00 0.00 2.37 4.54 0.00 0.00 -3.12 -1.45 0.00 0.00 2.30 0.90 0.00 0.00 -0.05 0.73 0.00 0.00 0.55 1.21 0.00 0.00 -0.30 -0.24 0.00 0.00 0.30 0.24 0.00 0.00 1.35 5.22 0.00 0.00' 1.35 3.93 0.00 0.00 DEFLECTIONS : (in) Load Id 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lateral Defl @ Top Of Col Vert Defl Left Right @ Midspan -0.06 0.06 -0.73 1.25 1.19 0.38 -1.19 -1.25 0.38 0.57 0.65 -0.49 -0.65 -0.57 -0.49 1.22 1.21 0.07 -1.21 -1.22 0.07 1.25 1.19 0.38 -1.19 -1.25 0.38 0.57 0.65 -0.49 -0.65 -0.57 -0.49 1.22 1.21 0.07 -1.21 -1.22 0.07 0.22 0.24 -0.11 -0.24 -0.22 -0.11 0.23 0.23 •0.00 =^ ---------Right Column -------- Fx(k ) ------ Fy(k ) ------- Fz(k ) ------- M(f-k ) -1.72 5:77 0.00 ------- 0.00 -1.57. -1.50 0.00 0.00 3.85 -3.85 0.00 0.00 -2.37 4.54 0.00 0.00 0.34 3.36 0.00 0.00 -2.30 0.90 0.00 0.00 3.12 -1.45 0.00 0.00 -1.57 -1.50 0.00 0.00 3.85 -3.85 0.00 0.00 -2.37 4.54 0.00 0.00 0.34 3.36 0.00 0.00 -2.30 0.90 0.00 0.00 3.12 -1.45 0.00 0.00 -0.55 1.21 0.00 0.00 0.05 0.73 0.00 0.00 -0.30 0.24 0.00 0.00 0.30 -0.24 0.00 0.00 -1.35 3.93 0.00 0.00 -1.35 5.22 0.00 0..00 6/28/2002 RfDes-l:out Page 9 17 -0.23 -0.23 0.00 18 0.03 0.12 4.57 19 -0.12 -0.03 -0.57 DEFLECTIONS LIMIT: Lateral Defl ' Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 2410 2410 493 2 110 116 942 3 116 110 942 4 241 213 742 . 5 213 241 742 6 112 113 5082 7 113 112 5082 8 110 116 942 9 116 110 942 10 241 213 742 11 213 241 742 12 112 113 5082 13 113 112 5082 14 630 585 3349 15 585 630 3349 16 607 607 99999 17 607 607 99999 18 4600 1149 626 19 1149 4600 626 Max Live Vertical = -0.62, Span/Deflection = 578. (Limit= 180.) Max Horizontal Drift= 1.25, Eave Height/Drift= 110. (Limit= 60.) G26965 Rigid Frame Clearances 6/28/02 10:31am VERTICAL CLEARANCE: ------------- Left Col Right Col Midspan HORIZONTAL CLEARANCE: -------------------- Left Col - Right Col 128-09" (X= .19-08", Y= 128-09" (X= 340-08", Y= 141-1.5" (X= 180-00", Y= 128-09") 128-09") 141-15") 321-00" (X1= 19-08", X2= 340-08") 6/28/2002 RfDes-Lout Page 10 ---------------------------------------------- ---------------------------------------------- G26965 Rigid Frame Design Warnings . No Warnings s ----------------------------- ----------------------------- 6/28/02 10:31am- ----------------------------- ----------------------------- SUNWARD CORPORATION 5 Building Systems Section: PURLINS GIRTS AND PANELS Issued., Subject., PANEL SECTION PROPERTIES (ARCHITECTURAL PANEL) 8/96 PANEL SECTION PROPERTIES (ARCHITECTURAL PANEL) Panel Gauge Thick In. Girth In. Weight psf Panel Top in Compression Panel Bottom in Compression Ix SX Mx Ix SX Mx in4/Ft. in/3Ft. in-kip/Ft. in4/Ft. in/3Ft. in-kip/Ft. 29 0.015 41.56 0.72 0.0224 0.0451 1.62 0.0199 0.0279 1.00 26 0.018 43.00 0.86 0.0269 0.0547 1.97 0.0248 0.0359 1.25 26 0.019 41.56 0.91 0.0284 0.0569 2.04 0.0265 0.0374 1.34 24 0.024 41.56 1.15 0.0359 '0.0715 2.57 0.0349 0.0500 1.80 1. Section properties have been calculated in accordance with 1986 AISI Specifications. 2. Minimum yield stress of steel is 80 ksi. 3. Sx and Ma are for stress determination. 4. Ix is for deflection determination. 29 gauge allow. int. bearing @ 3" =.' 26 gauge (0.018) int. bearing @ 3" = .289- kip/ft 26 gauge allow. int. bearing @3" = 0.330 kip/ft. 24 gauge allow. int. bearing @ 3" = 0.536 kip/ft. R/t exceeds 7.0 (AISI Section C 3.4) end bearing @ 2" =' end bearing @ 2" = 0.116 kip/ft end bearing @ 2" = 0.128 kip/ft. end bearing @ 2" = 0.187 kip/ft. SUNWARD CORPORATION Building Systems Section: PURLINS GIRTS AND PANELS Issued: Subject: MAXIMUM ALLOWABLE SPANS IN FEET (ARCHITECTURAL 8/96 11/97 9/98 PANEL) MAXIMUM ALLOWABLE SPANS IN FEET (ARCHITECTURAL PANEL) Span Condition Gauge 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 29 4.6' 4.3' 4.1' 3.8' 3.7' 3.5' 3.4' ` 5.1' 4.7' 4.5' 4.2' 4.1' 3.9' 3.8' 6.7 6.0 5.4 5.0 4.7 4.4 4.2 26 4.9' 4.0 4.3' 4.1' 3.9' 3.T 3.6' (0.018) 5.4' 5.0' 4.8' 4.5' 4.3' 4.2' 4.0' Simple Span 7.5 6.7 6.1 5.6 5.3 5.0 4.7 26 5.0' 4.7• 4.4' 4.2• 4.0' 3.8' 4.0' 5.5' 5.1' I 4.8' 4.6' 4.4' 4.2' 4.1' 7.7 6.9 6.3 5.8 5.5 5.2 4.9 24 5.4' 5.0' 4.7 4.5' 4.3' 4.1' 4.0' 6.0' 5.5' 5.2 I 5.0• 4.7' 4.6' 4.4' 8.9 8.0 7.3 6.8 6.3 6.0 5.7 Z9 5.8 5.2 4.7 4.4 4.1 3.9 3.7 6.7 6.0 ( 5.4 5.0 4.7 4.4 4.2 8.5 7.6 6.9 6.4 6.0 5.7 5.4 26 6.4 5.8 5.3 4.9 4.6 4.3 4.1 (0.018) 7.2' 6.6' .6.0' 5.6 5.3 5.0 4.7 Two Spans 9.3 8.3 7.6 7.0 6.6 6.2 5.9 26 6.7 6.0 5.5 5.1 4.7 4.5 4.2 7.4' 6.9' 6.3' 5.8 5.5 5.2 4.9 9.5 8.5 7.8 7.2 6.7 6.4 6.0 24 7.3' 6.7' 6.3 5.8 5.5 5.2 4.9 8.0' 7.4' 7.0' 6.6' 6.3 6.0 5.7 10.7 9.6 8.7 8.1 7.6 7.1 6.8 29 5.8 5.4' 5.1 4.7 4.4 4.2 3.9 6.4' 6.0' 5.6' 5.3' 5.1 4.8 4.6 8.5 7.6 6.9 6.4 6.0 5.7 5.4 26 6.2' 5.7 5.4' 5.1• 4.8' 4.6 4.4 (0.018) 6.9' 6.4' 6.0 5.7' 5.4' 5.2' 4.9' Three or more 9.5 8.5 7.7 7,2 6.7 6.4 6.0 26 6.3' 5.9' 5.5' 5.2' 5.0' 4.8 4.6 Spans 7.0' 6.5' I 6.1' 5.8' 5.5' 5.3' 5.1' 9.8 8.8 8.0 7.4 7.0 6.6 6.2 24 6.8' 6.3' 6.0' 5.7• 5.4' 5.2' 5.0' 7.5' 7.0' 6.6' 6.2' 6.0' 5.7' 5.5' 11.4 10.2 9.3 8.6 8.0 7.6 7.2 I. Top values are based on live loads. Middle values are based on wid. Bottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ration of t.l180 of span. 3. Allowable loads for wind have been increased by 33percent 4. Values for 3 or more spans are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners, and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. 7. ' Indicates load controlled by deflection limitation of 1-1180 of span. SUNWARD CORPORATION 5 Building Systems Seca ®: PURLINS GIRTS AND PANELS Issued: Subject: MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (ARCHITECTURAL. PANEL) 8/969/98 MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (ARCHITECTURAL PANEL) Span Condition Gauge 3-0" 3'-6" 4'-0" 4'4" 5-0" 5'-6" I 6'-0" Simple Span 29 74' 98' 46' 62 31' 41 22' 29' — — — 99 73 56 44 36 29 25 26 90' 57' 38' 26' 19' (0.018) 120' 75' 141' 35' 26' 127 93 70 55 45 37 31 26 93' 59' 39' 28' 20' 125' 78' 53' 37' 27' 132 97 74 59 48 39 33 24 118' 74' 50' 35' 26' — — 158' 99' 66' 47' 34' 26' — 178 131 100 79 64 53 44 Two Spans 29 74 99 154 73 42 56 33 44 27 36 22 29 — 25 160 118 90 71 58 48 40 26 93 68 52 41 34 28 23 (0.018) 124 91 70 55 45 37 31 192 141 108 85 69 57 48 26 99 73 56 44 36 30. 25 132 97 74 59 48 39 33 202 148 113 90 73 60 50 24 133 98 75 59 48 40 33 178 131 100 79 64 53 44 254 187 143 113 91 76 63 Three or 29 86 64 49 38 31 24' — More Spans 115 85 65 51 41 32' 25' 160 117 90 71 58 48 40 26 108 80 61 48 38' 29' M. (0.018) 144 106 81 64 50' 38' 29' 201 147 113 89 72 60 50 26 116 85 65 51 40' 30' 23' 154 113 87 69 54' 41' 31' 214 157 121 95 77 64 54 24 156 114 88 69 51' 38' 30' 207 152 117 92 68' 51' 39' 288 211 162 128 104 86 72 1. i op values are based on uve ioaas. miaaie vawes are based on wid. Bottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ration of U180 of, span. 3. Allowable loads for wind have been increased by 33 percent. 4. Values for 3 or more spans are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners, and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially an short spans), bearing must be checked using actual loads and bearing lengths. 7. ' Indicates load controlled by deflection limitation of Li180 of span. I SUNWARD CORPORATION Building Systems 1 Section: PURLINS GIRTS AND PANELS Issued: Subject: PANEL SECTION PROPERTIES (HI -RIB PANEL) 8/96 11/97 9/98 PANEL SECTION PROPERTIES (HI -RIB PANEL) Panel Gauge Thick in. Girth in. Weight psf Panel Top in Compression Panel Bottom in Compression Ix SX Ma lx SX Ma in4/ft. in3/ft. in-kip/ft. in4/ft. in3/ft. • in-kip/ft. 29 0.015 41.56 0.7535 0.0361 0.0319 1.15 0.0307 0.0457 1.64 26 0.018 43.00 0.85 0.0450 0.0435 1.55 0.0392 0.0632 2.27 26 0.019 41.56 0.9450 0.0478 0.0469 1.68 0.0422 0.0696 2.50 24 0.024 41.56 1.1774 0.0636 0.0626 2.25 0.0573 0.1049 3.77 1. Section properties have been calculated in accordance with 1986 AISI Specifications. 2. Minimum yield stress of steel is 80 ksi. 3. Sx and Ma are for stress determination. 4. Ix is for deflection determination. 29 gauge allow. int. bearing @ 3" = * end bearing @ 2" = * 26 gauge (0.018) allow. Int. bearing @ 3" = 0.267 kip/ft end bearing @ 2" = 0.107 kip/ft 26 gauge allow. int. bearing @3" = 0.306 kip/ft. end bearing @ 2" = 0.118 kip/ft. 24 gauge allow. int. bearing @ 3" = 0.501 kip/ft. end bearing @ 2" = 0.174 kip/ft. * R/t exceeds 7.0 (AISI Section 03.4) SUNWARD (,U1KYVKA11UP1 5 Building Systems Section: PURLINS GIRTS AND PANELS Issued. Subject: MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF 8/96 19/97 9/98 MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (HI -RIB PANEL) Span Gauge 4'-0" 4'-6" ( 5'-0" 5'-6" 6'-0" 6'-6" 7"-0" 7'-6" 8'-0" Condition I Simple 29 48 35' 26' 19' Span 64 47' 34 26' — _ — — _ 91 72 58 48 41 35 30 26 — 26 63' 45' 33' 25' 19' — — — — (0.018) 82- 59' 42 32' 24' — — — — 102 100 8066' S6 48 41 36 32 26 60 47' 34' 26' 20' 88' 62' 45 34' 26- 139 110 89 73' 62 53 1 45 40 35 24 88' 62' 45' 34' 26' 21' .118' 83' 60 45' 35' — 209 166 134 111 93 79 68 60 52 Two 29 68 54 44 36 30 26 22 — — Spans 91 72 58 48 41 35 30 24' — 64 50 41 34 28 — — — — 26 100 79 64 52 43 35' 29' 23' 19' (0.018) 126 100 80 66 55 45' 37' 31' 25' 84 66 59 44 37 32 28 25 _ 26 104 8267 55 46 37' 30' 24' 20' . 139 110 189 73 62 50' 40' 32' 27' 93 74 60 49 41 35 30 27 — 24 157 124 101 82' 63' 50' 40' 32' 27' 209 166 134 109' U. 66' 53' 43' 35' 125 99 80 66 56 47 41 36 31 Three or 78 61 50 39' 30' 23' 19' — — More 29 103 82 66 52' 40' 31' 25' — — Spans 75 59 48 39 33 28 — — — 26 106 83 65' 49' 38' 30' 24' 18' — (0.018) 136 107 84' 64' 50' 40' 32' 25' — 98 77 63 52 44 38 33 29 25 26 113 90 68' 51' 39' 31' 25' 20' — 151 119 91' 68' 53' 41' 33' 27' — 109 86 70 58 48 41 36 1 31 1 27 24 152 120 91' ` 68' 52' 41' 33' 27' 22' 202 160 121' 191' 70' 55' 44' 1 j36- 29' 146 115 93 77 65 55 48 41 36 1. - Top values are based on live loads. Middle values are based on wind. Bottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ratio of L/180 of span. 3. Allowable loads for wind have been increased by 33 percent 4. Values for 3 or more spans are calculated using 4 span condition 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. 7. ' Indicates load controlled by deflection limitation of 1-1180 of span. SUNWARD CORPORATION 5 Building Systems WW'% Sectior: PURLINS GIRTS AND PANELS Issued. Subject MAXIMUM ALLOWABLE SPANS IN FEET (HI -RIB PANEL) 8/96 9/98 MAXIMUM ALLOWABLE SPANS IN FEET (HI -RIB PANEL) Span Condition Gauge 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 29 5.4' 5.0' 4.7' 4.5' 4.3' 4.1 3.9' Simple Span 6.0' 5.6' 5.2' 5.0' 4.7' 4.6' 4.4' 8.5 7.6 7.0 6.5 6.0 5.7 5.4 26 5.6' 5.2' 4.9' 4.6' 4.4' 4.3' 4.1' (0.018) 6.4' 6.0' 5.0' 5.4' 5.1' 4.9' 4.7' 10.2 9.1 8.3 1 7.7 7.2 6.8 6.4 26 5.9' 5.4' 5.1 4.9' 4.6' 4.5' 4.3' 6:4' 6.0' 5.6. I 5.4' 5.1' 4.9' 4.7' 10.5 9.4 8.6 8.0 7.5 7.0 6.7 24 6.6' 6.1' 5.7' 5.4' 5.2' 5.0' 4.8' 7.2' 6.7' 6.3' 6.0' 5.7' 5.5' 5.3' 12.9 1 11.6 10.6 9.8 9.2 8.6 8.2 29 7.3' 6.6 6.0 5.6 5.2 4.9 4.7 8.0' 7.4' 7.0 I 6.5 6.0 5.7 5.4 7.1 6.4 5.8 5.4 5.0 4.8 4.5 7.9' 7.2' 6.71. 6.3' 6.0' 5.7 5.5 Two Spans (0.018) 8.6' 8.0' 7.6' 7.11 6.7' 6.4' 6.1' 8.3 7.4 6.7 6.3 5.8 5.5 5.2 26 8.0' 7.4' 7.0' 6.6' 6.3'. 6.1 5.8 8.8' 8.2' 7.7' I 7.3' 7.0' 6.7' 6.5' 8.7 7.7 7.1 6.5 6.1 5:8 5.5 24 8.8' 8.2' 7.7 7.3 7.0' 6.7* 6.5' 9.7' 9.0' 8.5' 8.0' 7.7' 7.4' 7.1' 10.0 8.9 8.2 7.6 7.1 6.7 6.3 Three or more 29 6.8' 6.4' 6.0' 5.7' 5.4' 5.2' 5.0 7.5' 7.0' 6.6' 6.3' 6.0' 5.8' 5.6' Spans 7.7 6.9 6.3 5.8 5.5 5.1 4.9 26 7.4' 6.9' 6.4' 6.1' 5.9' 5.6' 5.4' (0.018) 8.1' 7.6' 7.1' 6.8' 6.4' 6.2' 6.0' 8.9 8.0 7.3 6.7 6.3 5.9 5.6 26 7.5' 7.0' 6.6' 6.2' 6.0' 5.7' 5.5' 8.3' 7.7' I 7.2' 6.9' 6.6' 6.3' 6.1' 9.3 8.4 7.6 7.1 6.6 6.2 5.9 24 8.3' 7:7' 7.2' 6.9' 6.9' 6.3' 6.1' 9.1' 8.5' 8.0' 7.6' 7.6' 6.9' 6.7' 10.8 9.7 8.8 8.2 8.2 7.2 6.8 1. Top values are based on live loads. Middle values are based on wid. Bottom values are based on wind uplift. 2. Above loads are limited by, and meet or exceed deflection ration of L1180 of span. 3. Allowable loads for wind have been increased by 33percent. 4. Values for 3 or more spans are calculated using 4 span condition. 5. These load capacities are for the panel itself. Frames, purlins, clips, fasteners, and all supports must be designed to resist all loads imposed by the panel. 6. For full panel capacity, (especially on short spans), bearing must be checked using actual loads and bearing lengths. i. ' Indicates load controlled by deflection limitation of U180 span. SLi WARD CORPORATION 5 Building Systems Section: PURLINS GIRTS AND PANELS. Issued: Subject: "C" SECTION AND `Z" SECTION PROPERTIES 8/96 '~ "C" SECTIONS (Dimensions in Inches) SECTION DEPTH FLANGE WIDTH LIP RADL THKNS. FLAT WIDTH 8C16 8.00 3.00 0,75 0.1875 0.059 14.62 8C14 8.00 3.00 I 0.75 0.1875 0.075 14.62 9C16 9.00 3.00 0.75 .0.1875 0.059 15.62 9C14 9.00 3.00 0.75 0.1875 0.075 15.62 9C13 9.00 3.00 0.875 0.1875 0.090 15.76 9C12 I 9.00 3.00 0.875 0.1875 0.105 15.76 "Z" SECTIONS (Dimensions in Inches) SECTION DEPTH FLANGE WIDTH LIP RADL THKNS. FLAT WIDTH 6.5Z16 6.5 2.50 0.75 0.1875 0.059 12.50 6.5Z14 6.5 2.50 0.88 0.1875 0.075 12.50 9Z16 9.0 2.75 I 0.81 0.1875 0.059 15.62 9Z15 9.0 2.75 .0.81 0.1875 0.067 15.62 9Z14 9.0 2.75 I 0.81 0.1875 0.075 15.62 9Z13 9.0 2.75 I 0.81 I 0.1875 0.090 15.76 a SUNWARD CORPORATION 5 Building Systems Section: PURLINS GIRTS AND PANELS Issued: Subject: SECTION PROPERTIES FOR "C" and "Z" SECTIONS 8/96 SECTION PROPERTIES FOR "C" SECTIONS Sec. Area (full) int Weigh plf Area (Effect) int Ix (Deft.) in, Sx (Se) in3 Rx in /y in` Sy in' Ry in J in` Me kip -in Va kip. Cw ins Xo (x) in Ro in Ix Gross 04 Sx Gross 8C16 0.8786 2.99 0.7869 8.2240 1.7007 3.0595 1.0353 0.4834 1.0855 0.0010 56.01 2.28 13.58 2.21 3.93 8.69 2.17 8C14 1.1110 3.78 1.0404 10.7318 2.3199 3.1080 1.2901 0.6024 1.0776 0.0021 76.40 4.71 16.85 2.19 3.95 10.93 2.73 9C16 0.9376 3.19 0.8096 10.8950 1.9056 3.4088 1.0733 0.4892 1.0699 0.0011 62.76 2.02 17.57 2.10 4.14 11.44 2.54 9C14 1.1860 4.03 1.1154 14.1116 2.7352 3.4494 1.3375 0.6097 1.0619 0.0022 90.08 4.16 21.83 2.08 4.17 14.40 3.20 9C13 1.3613 4.63 1.2882 16.5063 3.2037 3.48222 1.5937 0.7379 1.0820 0.0033 105.51 6.06 26.70 2.16 4.24 16.50 3.67 9C12 1.6714 5.68 1.6329 20.1362 4.2603 3.4710 1.921510.8899 1.0722 0.0061 140.31 11.49 32.062.14 4.22 20.13 4.47 Sf = Elastic Section Modules of Full Unreduced Section Ix= Sy (Gross) U2_ Se = Sc =..Elastic Section Modules of Effective Section E = 29 500 ksi G = 11 300 ksi Fy = 55 ksi SECTION PROPERTIES FOR "Z" SECTIONS Sec. Area (full) in2 Weight plf Area (Effect) in2 Ix in4 Sx in3 Rx in ly in4 Sy in3 Ry in J in4 Ma kip -in Va kip. Cw 06 Ro in 6.5Z16 0.7391 2.51 0.6865 4.8645 1.2553 2.56551 1.1654 0.4775 1.2557 0.0009 41.34 2.85 7.57 2.86 11 6.5Z14 0.9582 3.26 0.9059 6.3385 1.7133 2.5720 1.6658 0.6765 1.3185 0.0018 56.43 5.90 10.63 2.89 9Z16 0.9231 3.14 0.8008 11.0077 1.8826 3.4531 1.5477 0.5752 1.2948 0.0011 62.00 2.02 20.76 3.69 9Z15 1.0546 3.59 0.9654 12.66690 2.3198 3.4660 1.7942 0.6605 1.3043 0.0016 76.40 3.00 23.40 3.70 9Z14 1.1727 3.99 1.1028 14.1230 2.6905 3.47031 1.9800 0.7299 1.2994 0.0022 88.61 4.16 25.79 3.70 9213 1.4164 4.82 1.3500 17.0462 3.3590 3.4691 2.3538 0.8703 1.2891 0.0039 110.62 7.45 30.58 3.70 • +1E5TIR A j d, PI?TSBJRGH TESTING LABORATORY e 9 O � [tTA tLIfM [O 111 ' 1450 LANE AVENUE NORTH, JACKSONVILLE, FLORIDA 32205 y i • �~ At A MUTUAL ►ROT[CTIOM TO CLItMTt, TNt Iu*LIC AMO OUwttL�tl, ALL R(►O wT■ ►•Rt fUt ITT[O At TN[ CON►IOtMT1AL ►ROI[IITT Of CLIIMTf. AMO AY TFOwI CATION ffgS,�110 �'Ow ►VtN I OR[IOMrt/tNO1MC A IS R[ftRVta CONCLUSIONS FOUR L RIrT[N A►►ROV ` 1M 09 RtCAROa OUR AREA CODE 14041 783-4300 FLO-LOCTH Cat. No. EHS STRAND -Per AST21-A475- Size EYEBOLT Size MIN. ASSEMBLY Breaking Strength (Pounds) FWC 250 BA 1/4" 1/2" 6;:650 FWC 312 BA 5/16" 5/8" 11,200 FVC 375 BA 3/8" 51811 15,400 FWC 437 BA 7/16" 3/4" 20,800 FWC 500 BA 1/2" 7/8" 26,900 Tests were conducted using the Flo -Loc Strand Grips, FWC EFS strand and FWC eyebolts as set forth in the above table with all tested TORY 111 ll, assemblies providing at least 100% of the strand rated breaking load per ASTM -A475. S SFX NWOOO �tc`ERZIFIC4fE '%j�Certified PITTSBURGH TESTING LABORATORY CO . �; No. 2.6773 . Charles L. Moore, P. E. STATE Of. �c�sTEREDt *FWC guarantees that all cross brace assemblies fabricated in accordance With the above table will meet or exceed the specified minimum assembly breaking strength. Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Ca e f -a L J ), 0 F f n 2 Phone: Mailing Address 9 � 1 G -:S-D d, eS Site Address: Assessor's Parcel Number: d �yO — O 9/ - n.�% Zon"e: 9 Please answer questions 1-16, and explain any yes.answers for questions 2-14 in the space provided on page 2 of this form GENERAL, INFORINIATION: - - 1. Is there a primary dwelling on the property? Yes [0 No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yesj@ No N 3. Will items produced in this building be offered for sale? Yes ❑ No (D 4. Will the public have access to this building? Yes ❑ No 0 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is anv portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any. recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ® No ❑ 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes Not13. Will this building have a sink? Yes N0 14. Will this building have a water heater? I Yes Noit 15. What type of floor covering will the building have? C c nc -L 7 �- 16. What type of mall covering will the building have? /10,// e_ OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. 50 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which drily motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirelv open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room El El Room El Private Office ❑ Workshop i C3 Home Occupancy 2 ❑ Other—Use = I. Desmbe type orworbhop .. Aust be approved by the Butte Couray Plarming Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. , Additional Information: Plan review will not.be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for We. Owner's Name: Please Pj EG'a: I Z_ �/ Owner's Signature: ri Date: %/ 2 of 2 r 1*3 ENVIRONMENTAL HEALTH APPROVED. Buns County JUL 16 2002 IronTental CHICO, CALIFORNIA Suture I ENWRONMENTAL HEALTH JUL 16 2;02 CHICO, CALIFORNIA OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sig liffe. Please complete and return this information at your earliest opportunity to avoid uanessary delay in processing and issuing your building permit. No building permit will be issaed until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES J' NO 0 2. I HAVEA HAVE NOT 13 signed an application for a building permit for the proposed WO& 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONT'RACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAINIE ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NVIMBER: DATE: XOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of lis California Health and Safety Code. This verification mast be compk&d cud returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dea: Procerty Ow"' An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as eoatractors or subcontractors, then you may be an employer. If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under Sate Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed.contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814: Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Irely, el C. Vi Ird, CB.O. ger, Building Inspection NOTE: Tit is Owner -Builder Information is required by Section 19810 of the California Health and Safay Code - OVER %: V 1925-83B P E M "PERMIT NO. scylu • PERMIT EXPIRES f) OWNER PETER BIASINGAME' CONTR. owner a ASSESSOR PARCEL 40-18-51 LOCATION E/S Jones Ave, 1200'N Durham Dayton Hwy, Durham a i ' 3 I Temp. Power Pole Called PG&E i E Temp. Elec. Service a Called PG&E 9 Temp. Gas Service. Called PG&E JOB FINALE[ Signature J^= OK - O = Not OK - = Not Applicable * Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size-Depth-Spacing=Connectors -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 _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Locatior-Test-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance ; 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's Date POOLS (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining___ 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghig. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10, Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date _ r V = OK 0 = Not OK . - - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OKexcept #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Fig., Main; Soils -Steel -Elect Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 50. 51. 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test Sf Tn5UJ1K boa -was-:]CPi 1 VlG 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date ,I . Tyisu V ^nq Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 15. Water Pipe; Test & Anchors -Nail Protection _ 16. 17. D.W.V.; Test-Fttngs & Anchors -Nail Protection Shower Pan; Test, First Floor -Tub Access 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access _ 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels _ ___19_. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper - 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. - 24. 25. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size 72, Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails &Deck Construction -Post Caps _ 26. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - 27. 28. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral JYes El No Service -Riser Conductors & Ground -Main Disconnect 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters El Yes El No 76. Stucco; Brown -Finish - 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _ 30. Clothes Closet Light -Shower Light 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing ---------------- Card B -I - _ -- Card -BI 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. 82. Ventilation throughout House Glass Protection _Date_ _ -_Date Card B -I Date Card -BI Date Date _- ___33. MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support _ 32. Vent Fan; Exhaust above Insulation Condensate Drain _& Overilow; Size & Grade 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates ______34. Card -BI Card -BI 35. -- Furnace-Vent;_Access-Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic - - -- - --------------- Date _ Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date _ FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors _ _37. _Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing WaIts over Girders & Flo_o_r_Nailin_g__ 3_9. Draft Stop in Walls (rat proof) _ 40. _Fire Stops; Furred Ceilings -Stairs -Chases -Tub Comments at Final: _ 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm.-Windows or Exiting- Doors -Sill Hgt. & Dimensions -- Garage Fire Protection Framing _ (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE�'CALIFORNIA 95965 - TELEPHONE: 916/534-4541 _ PERMIT APPLICATION DATA SHEET fj (� Permit No. .OWNER gen � V� ' M �r� o A. P. No. Proposed Building Use / /-1 /t Permit Fee Based Upon: Complete Contract Price //DPW Valuation t Oth&-(Explain) / Building Inspector. \ A Date -3 LR If 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. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8: Fees of $ . . . . . . . . 9. Letter of signature author izat i ori) .� 10. Sanitation approval from (7.ta' Health Dept.' 11. Planning approval for (A) Use: _ (B) Parking:. 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to owner ❑.) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . ... . 17r Pre -I Re uired.Pre-Inspec. request to (Date) nsp CtlOn for Building Inspector 18. Other\ When you issue the permit, process as ollows: L M, Telephone and hold for pickup at Other i i I to owner, _ office. Mail to contractor. _Deliver w/inslpector. 1k.'r lj Date ,G- A_3 -X 3 Copy of plans sent Health Dept., Fire Dept., Other IDate During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above a of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: 17 (Contractor, Designer, Owner) was advised of above required data by Telephone Mail By Plans checked by. Plans approved by Other: Copy—DPW Date Date Date % Other TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance POwner Location x/ .Plan approved for; ' sewage disposal ✓ water supply .Hold.final for: water supply Final clearance O.A. for: water supply Clearance for bedroom mo le home Other Note*** Sanitarian Date 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. / ASSESSOR PARCEL NUMBER Ll o,.I .� ZONIy� G !`t-5— BUILDING PERMIT OWN\' TELEPHONE- SQ. FT. OCC. BUILDING VALUATQON OWNER'S MAIL NG ADDRESS rL �-. CONTRACTOR'S NAME j V T LEPHONE CONTRACTOR'S MAILING ADDRESS F i rep l ace0=8�i CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ m ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ,'�,_ BUILDING ADDR�.ss- PLUMBING PERMIT Filin Fee 10.00 9 Each Trap ' 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP 6— S Each qas water heater or vent 5.00 g� Gas piping system 1 - 5 outlets 5.00 �� USE OF STRUCTURE SF lei Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 "` D Mobile Home JSJGJW.J 10.00 e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 A) 100 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DA ELL & OR ADDNS. ( C. B G 21/20sgft 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 m license is in full force and effect. Y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered �for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT1-0UTLET 2.50 ea , NON.RESID BRANCH CIRC ITS. NEW CONSTF;L I POWER APPARATUS V NON-RESID. %SINGLE OUTLET CIR. OR FIXTURES Ex. OCCu BL®30 ZAL@ P�o X FIXED APPLNS. OR Ex. OCCUp- OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 t Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject � the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectPermit the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating G 2 i b1Z Cooling a Hood 3.00 Ventilationto FO—,m Fee $to 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. I also e o save, indemnify and keep harmless the County of Butte against all I' iliti judgments costs, and expenses which may in any way accrue ag nst 'COULA sequence of the granting of this permit. 01_/3_p r Date O Signature of pplicant — Own Contractor E]Agent F1work Ah OSHA permit is required for excavations over 5'0" deep and demolition or Construct- Nion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 3 OCCUP. GROUPTYP -R-3 OF C NST. V— If PARCE PD ND ISSU This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECT • OF PUBLIC BY p EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS �7 Date/'—�y—� 7— ��>— AD � � eipt No. (l fE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT Or ACKNOWLEDGEMENT FOR T- EVELOPMENT RESIDENIL4 D Section 26-8.1 of the Butte County Code requires this acknowledgements; :ot s 4: y be recorded prior to issuance of a building permit. PARTY SHOJAN The property described herein is adjacent to land or included ._ 3 . within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort ariszn�`rtGd:i,`( -�� from the use of agricultural chemicals, including, but not limited to rre�6icides,F FEE i pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing,. spraying, pruning, and harvesting which occa- sionally 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 discomfort from normal, necessary farm'operations. All that real property situate in the County of Butte, State of California, described as follows: DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 30,.Township 21 North, Range 2 East, M.D.B. & M., more particularly described as follows: Paccel l; as shown on that certain Parcel Map recorded i.n the Office of the Recorder of the County of Butte, State of California, *on April 17, 1980, in Book 76 of Parcel Maps', at Page 53. Date / P PER OWNERS: STATE OF CALIFQ tte _ - - —'ss. - -_ COUNTY OF )all June 24, 1983 before me, the undersigned, a Notary Public in and for said State, personally appearec PETER H. BLOSINGAME ----------------------_.-_ j 19 S� personally I 1 personally known to me (or proved to me on the basis of satis- factory evidence) to be the person(s) whose name(s) is/are sub- ' :'� ANGELA D. EENDERSHOT scribed to the within instrument and acknowledged to me that r�r, i NOTARY PUBLIC • CALIFORNIA e(s) Lj ,. PR1I�CIPAL OFFICE IN cknowled ed he/she/they executed the same. \��Y BUTTE COUNTY g r WITNESS my hand and official seal. Y COM.M'S`-iCK EXNKEE SEPT. 7, 1986 purposes Signaturi?k,� Present A.P. NO d and official (This area for official notarial seal) o a y Public RESIDENTIAL PLAN- CYIECKING GU IDE (S.F., DUPL'2X, & MISC. ONLY) IV-5.�� Bldg. Pe, t # .-OWNER it \�� YWd.. A. P. # / A. GENERAL ww Zoning requirements (sideyards and parking). ,Valuation. Signature by R.C.E. or Architect (if required). B : PLOD PLAN mlete parcel size and dimensions. Setbacks,. sideyards, easements, etc. /Other buildings or structures. . r Grading, fills, drainage. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). equired windows -for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law): Human impact glass (Sec. 5406). -� Required room sizes, ceiling heights (Sec. 1407). .� F..C.I.'s-in baths and exterior outlets (Sec. 210-8): Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical -or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). • Lam. 1- 3'0" exterior exit door (Sec. 3303d). 1/Fireplace location. Smoke detectors (Sec. 1413). ":STRUCTURAL DETAILS Foundation plan complete enough to construct building. 2� Floor construction details -complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ' Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MIS ELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and'overhangs. Stairway details (Sec. 3305). 3,e` Guardrail details (Sec. 1716). $rick or stone veneer (Chapter 30). 44-1"'Exterior plaster - weep screeds (Sec: 4706 & 4708). &I Proper roof pitch for roof covering JChapter 32). 7� Rafter ties or bearing ridge beam. �,4 rage door or porch header sizes. equate bracing. '+ t iving area over garage.,- complete l -hour separation required including supporting walls and posts; etc. Two (2) exits on three-story dwellings (Sec. 3302). •'.. •• r' �t. .;' .\' '•sir, �► � ��',:lj}��'}�•`•'•f'I��t.i/.J11''�� .�i`rs•� ' •�'/��!�•.'!•a1'ti' '.1;.�t..r .' 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