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HomeMy WebLinkAbout040-100-067. i.,. i i I_ to dll ✓.l'1I hI I .:� `�o•�c�y{ (v I I { { {%telo{A1 Qiej(`I lrll ri.16 I o o I �(/Jq X33!]. m 040-100-067 01-3095 ch BROWNRIDGE FAMILY 9NIKKI CREEK LN, D CONT: RICK SHANKS b' 40X57 STG SHED WBA 040-100-067 02=0694 BROWNRIDGE FAMILY TRUST 9836 NIKKI CREEK LN, DU M ■ CONT: RICK SHANKS INALED NEW PRIVATE DET GARAGE{ (0'23-03 040-100-067 02-2288 i 1 a3 BROWNRIDGE FAMILY No i 9836 STERLING CREEK LN., DURHAM { i CONTR: RMS BUILDERS --- NSF 4 BDRM 11-3-0 covc-�ac-,Ao-( cadw ck. rk \p 1 T O�Z-22-9;9 rsP-A b e- , Q- C e d 'IV AlIC/ ws , � S Cl � ew-%��lc��� Ccs ;n/. Vx a -.,n epc�C �v W�J1- J �n c ,u! C's , W��Qiv�.fi'v� �i OC -L. �v lots.,: lcQ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - L, UILDING 7 County Center Drive - Oroville. California 95965 1, Telephone (530) 538-71VISION tRev.12/96) APPLICATION AND PERMIT ' _ EArwT Nc ASSCSSOR►ARCEL Wr.or . ` BU3I.DINGPEgMIT owNEA..- a,; ; (,�� %) r I ; Tsua•.oNa Z SO. FT. Oq C. b.:ra.01NG owns Ao c VALUATION i6.0 % ` I' col{rRAc+oR1 ANrAE ✓V. * NE MRAGTOAS WAA1NO DRE N CONSTTA�CflONtErOEr � �a�-7� NDERs wuWG ADDREI4 LL . r Fire lace ARC.rTECT ON ENWNEER uCENSE No Total Valuation E � o Filin Fee S c� O ARCHMICT OftENG*4MS NALJNO ADDRESS 20.0c Permit Fee euw«G ADDRESS,� Plan Checkin Fee9`8S - c iV'je-,e_ �,V Energy Plan Checking Fee i Gi4n N t'.2 t K 610V T1 -f, S! s LOT NO cuepvaoN2 wwE e� CEL ►ar PERMIT FEE S "- PLUMBING PERMIT ding e9 20.00 USEOFSTRUCTURE r �77 Ae, Eech Trnp t 7.00 Solar or heat m water heater 23.00 SF � Duplex O Mobilehome O Other u Waterpiping c fy15.00 TYPE OF WORK Each cas water heater or vent 15.00 . Ne« Addition O Remodel O Utilities O insulation O Other O Gas piping system 1 • 5 outlets 15.00Vk ' Buildingsewer t 5.00 l Describe Work: Mobile Home S G W (&20.00 A ~ PERMIT FEE S u ELECTRICAL PERMIT Filing Fee 2 0 0 Main Service 20�0A DOR LLEEss 23.00 ' A6,; C>S Mein Service 20" To IOWA 46.00 NEW CONE DWELL -10 oCcuP. OR AOONS. a AM KOS. 1 3.5C�° NON-RESIO YVLT"UTLET cQ7.50 FOWFA APPARKRA a e o CIR. Ex. Occup. ovnET OR nmiREs 200 0" Ex. Occup- outuETc Esso. EA 5.00 Temporary Service 23.00 Mobile Home Facilities Y0,00 Misc. Wifing 123.00 e PERMIT FEE = r MEMNON " MECHANICAL PERMIT Fling fee 20.00 Heating O� Coolin Hood 6.50 1 (Q�� Ventilation (� � IS PERMIT FEt S Moble Home Installation Fee i Tt ft ;* Energy Inspection Fee i , ��f+� occ coNST. TrPE T� E S e ® NAz O. riFi f ' Et 'O • ssuE This ermlt is hereb Is d un r the applicable provisions %ftA Y" e Q of the Butte County Code end/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Irc o -r rI ) ASSESSOR PARCEL NUMBER 'i —I DO OC -o-7- r a � Proposed Building Use: � Counter Technician: � Date: c �� Items required in order to applyr a permit. All/boxes MUST be checked OR marked NA in ord r to a ply. Zi. Plot plans, 3 or 4 sets, signed,�y the preparer of t e plans. -EL-2-�. Complete plans, 3 or 4 sets, signed by the prepar`er of the plans. I��-... 3 • Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 9-4. Engineered truss details and layouts in duplicate. No faxes! " 0'15'. Energy compliance design and supporting documentation in duplicate. �-6 Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. - (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. Items required for initial -plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received �8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings., .....................................................— ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form .............. '................................................................. _ ❑ 13. Other The.permit will be BY.. Remainingitems needed to issue the permit. (May require additional plan review upon receipt of the following items.) ®14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ,. ❑ Statement of Intent for Non -heated and A/C Buildings ................................... ....... 1� 16. Sanitation and plot plan approval from the Environmental Health Department in t s' ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: a k (B)Parking: (C) Parcel Check: 8 21B --O2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for " " required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:............................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ . Letter of Signature authorization...:................................................................ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits............................................. .................a...................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 61 a oZ -t1qQ and hold for pickup. I have been informed- f t b.ve items and requirements for obtaining a building permit. Applicant: / Date: o Zz--o-r - 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plan Check Letter Date: Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division I' Remainingitems needed to issue the permit. (May require additional plan review upon receipt of the following items.) ®14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ,. ❑ Statement of Intent for Non -heated and A/C Buildings ................................... ....... 1� 16. Sanitation and plot plan approval from the Environmental Health Department in t s' ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: a k (B)Parking: (C) Parcel Check: 8 21B --O2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for " " required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:............................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ . Letter of Signature authorization...:................................................................ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits............................................. .................a...................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 61 a oZ -t1qQ and hold for pickup. I have been informed- f t b.ve items and requirements for obtaining a building permit. Applicant: / Date: o Zz--o-r - 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plan Check Letter Date: Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division I' . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SEIRVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER. SCHEDULE OF FEES DUE f3r'awn R� \ PROPOS D BUILDING USE 1. BUILDING PERMIT FEES � i --Balance Due ........................................................ $ <J,�3n --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Y2. --Revised Plan Checking Fee .........................:...... $ SCHOOL DISTRICT FEES 3. (paid at District Office) SHERIFF FEES Building Division) (paid at �� Residential .................................... x $360.00 = $� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ ` Sq. ft. Amt. 5. RECREATION DISTRICT FEES ::ZI 4 ,A'_�_a� 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 00— O G,1 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 duriqL the plan checking process. DATE Pursuant to Government CbdeAection 66020, you are hereby notified that items 2,'3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT n2_01= K - ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlitles ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, ( and my license is in force and effect.// pLP License Class Lic. No. 1®C L( 5Q s OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation ref one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 9 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwl comply se provisions. c 'of X y Date 0 Z� � _ Sign. re of Applicant(- TOwner 19tcontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DW .W OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT: NEW CONSTMULTI-OUTLET g7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 9 I'50 Ex. Occup. OUTLET OR FIXTURES eAL 9 ,50 Ex. Occup. DuTELt°Ts R p.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT a Department of Development Services Building Division 7 County Center Drive 6 Oroville, CA 95965 q 3 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date: — j _ C: L To: From: Subject: h„ _ Number of pages (including this cover sheet): Fax Number: 8 % A 2 3 3 6 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: Review'and respond accordingly. For your information only. is; Sincerely, . CONFIDENTIALMY NOTE.* The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly Prohibited If you have received this facsimile, in error, please notify me_ friimediately.. by "telephone, and return the original tome. Thank you. r3. REFUND CLAIMAPPLICATION CI:AIMANT'S. NAME ' MAILING -ADDRESS ASSESSORPARCEL#: RECEIPT NUMBERS) ReL uest'a-tefund*of fees paid on the above receipt number(s) for the following reasons: Please refur 'any applicable fees in the following categories: (Check those -categories which you wish -to have refunded.) ( ) Building Permit Fees - 4 ( ) Sheriff Fees ; t ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees 1Disposit'ion of Plans ( ) Plans returned to me at counter ( ) Please mail plans to me at above address: ( ) Please dispose of plans. SIGNATURE DATE -v PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM' FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: Fees Retained: Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ Total Amount Retained $ TOTAL REFUND DUE $ +c t FOR BUILDING DIVISION USE: �- Receipt Information: Number: Date: Issued To: Amount: Fees Retained: Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ Total Amount Retained $ TOTAL REFUND DUE $ +c t COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: ADDRESS: CITY It STATE: DATE OF CLAIM: IMPORTANT. • SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT 0 TOTAL I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. Dated this day of 20_ at Calif. Signature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that t Budget Appropriation [ ] or Specific Board Approval [ ] (Check one) for the same. Dated this day of 20_, at Calif. Department Head or Authorized Deputy Dept. Code Exp. Code PAYABLE FROM Dept. Code Exp. Code PAYABLE FROM Dept Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. N. INSTRUCTIONS TO CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, description and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the Department head for approval. Upon approval the Department head will forward claim to County Auditorfor payment procedure. Do notfile with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably -W. INSTRUCTIONS TO CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, description and unit prices of articles furnished or delivered. Claims must becertifiedbytheclaimantandsubmittedtotheDepartmentheadforapproval. Uponapproval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably &�,'-j cam, sof -� ,c /per 4v &o 07!.29%2002 13:59 5303454743 July 29, 2002 Job No. 2014 17J0 - 1 o0 0(e 7 DANIEL J DOBBIE DANIEL I DOBBIE Professional Engineer 20 Mayfair'Drive Ctuco, CA 95973-0707 TdgAWn&Tsx (530) 3454743 pi dobbLC@ SR1U County of Butte Department of Development Services Building Division 7 County Center Road Oroville. CA 05965 Re: Brownridge Garage, Reinforcing in stem walls. PACO 01 Dear Building Official, The contractor. Rick Shanks, has informed me that he will need to provide deeper stem walls in the shop area of this project. Since earth will be bermed up against the outside of the finished wall, with 12" maximum concrete exposed below the floor level, the stem watt will not need any vertical reinforcing steel. Respectfully, Daniel . D')bbie P.E. C42028 j.d deo:EO 20 Ga inc NOTES ESlDENTBAL 040-100-067. ` 0 694 r PERMIT NO. — BROWN RIDGC FACMl_ -- — -- ' 9836 Nikki Creek Ln., Durham Cont: Rick Shanks New Pi i Def Garage r' SPECIAL CONDITIONS �} CHECKED BY r SRA , i} FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY &A6 }t .USE PERMIT CONDITIONS ys SUB -STANDARD HOUSINGLETTER } OFFICE COPY_ Address GAS . Meter By Date ELECTRIC Date ` - Meter By � ' a JOB O FINALED (Date) I Signature ✓ = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES " = Not Ready 4. Date MOBILE.HOME UTILITIES (Plans) OK except #'s Drain; MH Test -Fall -Flex Connector 1. Zoning Requirements -Setbacks -Easements Water; MH Test -Regulator -Connector 2. Soils; Special MH Support Sketch Water and Sewer Connected -C/O to Grade -FID Approval 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -FID Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 (Single & Duplex) Date _Wderflgor (Plans) OK except #'s zonipg-'setbacks-Ease me nts-Flood-Slope tg., Main; Soils-Elec. Grnd.-/12-P' Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Fig. -Steel 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 4'J'Headers & Beams -Size & Bearing Date -, FRAMING (Continued), . arwd'r.-Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48eplace Ties or Type A Flue -Fireplace Throat Clearance (jWAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. 15. Access & Ventilation Prporty Line Firewall & Openings 16. Insulation 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Date 56. Card B-1 Date Card B-1 Date Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 60. 17. Wat r.; Vent -Access -Combustion Air Baffle ulation-Walls-Ceilings Infiltration -Walls -Windows ater Pipe; Test & Anchor -Nail Protection Date2 Card B-1 D e Card B-1 D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 ate Card B-1 0. Shower n; Test, First Floor -Tub Access AY�Ext. 21. Te ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. FW & Transformer Clearance -Ins. Protection ?4 ec. Receptacles Spacing -Lights & Switches at Doors 25. _ §0 Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O 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 AMING (Permit) OK except #'s S' Pr er Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound Be Walls over Girders & Floor Nailing D Stgp in Walls (rat proof) Fir tops. Furred Ceilings -Stairs -Chasers -Tubs 4'J'Headers & Beams -Size & Bearing Date -, FRAMING (Continued), . arwd'r.-Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48eplace Ties or Type A Flue -Fireplace Throat Clearance (jWAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Prporty Line Firewall & Openings Ext. Doors -One T -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 5-7. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. G Iazi<Area-G lass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 60. Bra Interior/Exterior Wall Panels �/L 6 ulation-Walls-Ceilings Infiltration -Walls -Windows Date2 Card B-1 D e Card B-1 Date V Card B-1 ate Card B-1 Date FINAL (Plans) OK except #'s AY�Ext. Steps -Door & Sidelight Protection -Landings -B4-Smoke Detector 65- Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection -66Bedroom Exiting . & Bath Fixtures & Tub Access -Spa 89'-Elec. Trim & Subpanel, Breaker Sizes & Labels '69.- Stairs & Rails -AQ_ Fireplace or Stove, Clearance -Hearth "M- Elec. Outlets at Wood Panel, Int. & Ext. 73, Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance .7a Elec. Outlets & Receptacles at Kit. Counter I" Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection Ib. Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 1L9-- Insulation -Foam -Looked in Attic 'Q0. Guard Rails & Deck Construction -Post Caps 4047 Fdn. VBents & Crawl Hole Door Drainaae & Wood -Earth Clearance Looked under Floor O Yes ,04 F ing Instld./Drive :)Yes J No/Walks 0 Yes :) No/Planters 0 Yes :)No Stucco Brown -Finish 94. A.C. Unit Disconnect, Electrical -Plumbing -85- Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ,8 ter Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground ,815-yRnlilation Throughout House ass Protection orrectio from Previous Inspections st-Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Appro al (7eniilgy Compliance Certificate -Other Certificat Address Posted Dat 4� Card B-1 c Date Card B-1 D e Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Iq { COUNTY OF BUTTE : BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R D PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION s. DEPARTMENT OF DEVELOPMENT SERVICES 4 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A� OWNER PERMIT N A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is + completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r iia vii/.% �1'1011�� elm r am4 ` SG�YCVic� u� ^G ^� �'-^ ,T+: .rte_. ti. , ^. ��. . •-+r ..l.r.r. a.. ..� r.--sF<-y+j •li-.^c`-t'i"♦s-.., - - COUNTY OF BUTTE BUILDING DIVISION �. .. . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE a OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date REV 10/92 J" el r' COUNTY OF BUTTE -BUILDING DIVISION j; DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. I( you/have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 117 11) ` o, Inspector REV t0l92 a S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. Aroutine 'nspection indicates that the following violations of butte county Ordinances exist at the - above adress and should be corrected. Please notice this office when correction of'work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. P. r �C� �% ( ( (� Y2SLv� �Jyt fA✓1�•e Q ov- Date r REV 10W r) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ZR AM (Rev.12/96) APPLICATION AND PERMIT �� Aaq ASSESSOR PARCEL NUMBER 040-100-067 ZONING A-10 BUILDING PERMIT OWNER The Brownrid e Family TELEPHONE -0800 SO. FT. OCC. BUILDING VALUATION 2190 U 3-9,31-2-00 . OWNERS MAILING ADDRESS 1043 Village TAne Chico CA 95926 56 Coy 728.00 CONTRACTORS NAME Rick Shmks RMS Builders TELEPHONE 899-9312 CONTRACTORS MAILING ADDRESS PO Box 7846 Chico CA 95927 624-7466 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $40 8.00 ARCHITECT OR ENGINEER Goldman & Rose—Filing LICENSE NO. Fee $ 20.00 Permit Fee $ 356.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 411 Nomal Ave Chico CA 95928 Plan Checking Fee $ 231, 0 BUILDINGADDRESS 9836 Nikki Creek Lane Durham CA 95938 Energy Plan Checking Fee $ PERMIT FEE $ 607.40 LAT NO. SUBDIVISIONS NAME PARCEL MAP Flin PLUMBING PERMIT9 Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other detached garage SPECIFY Each Trap 7.00 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 19.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: detached garage w/ One sink only. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 57.00 ELECTRICAL PERMIT Fling Fee 20.00 a00V OR Main Service .A OR. 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POING License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.5¢x; NEW NON-RCEO MULTI.OUTLET 97.50 OUTLET CWELER APPARATUS IR. a S , t 00 E(, OCCU OUTLET OR FIXTURES a20 I9 1 0 Ex. Occup. GFIXuriE sAE�sID ° ER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 149-44 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,,,The 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 -3-2-5-02— Signa re of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavatio s over 60" deep and demolition or construction of structures over 3 stories in h fight. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE T L FEE $ 806 84 HAZ. � D, IMP .PT� CDF PAR H ISSU This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work inWebo for wich %es have been paid. By Date �S PERMIT EXPIRES ON Date Receipt No. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR P -INSPECTOR OL ROD -APPLICANT J Feb 31 02 08:13a P. 1'. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION At&Rev. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 EMI o12/96) APPLICATION AND PERMIT �' ASSESSORPARCELNUMDCRZ° BUILDING PERMIT _ 0y (3 — LOD — 0(01, -17�:� O OWNER w \ T HON^QM, SO. FT, OCC. _ BUILDING VALUATION (Y" owNp+ G RESs ry t�O\ -V I COMMCTO NAME c�40 -. ;c IMP COMRAC 5 1MIUN0 ADORESB r ��� A L fox %8�c� .-CONSTRUCTION _ LENDER ePECIry TYPE OF WORK LENDER'S MAILING ADDRESS NewA Addition ❑ Remodel ❑yy Mlities ❑ Installation ❑ Other ❑ ARCHITECT OR ENGINEER cx�,1 @7.50; ARCHITECT OR ENGINEERS MALJNG ADDRESS l/ I 5.00 BUILDING ADDRESS _ 0 f v (1-%::, q S —1 q(0e ►�_ sem_ w` C_r� ci S9 3 lb $ LOT NO. Lj SUBDIVISIONS NAME �^ / A ^ ;c IMP USEOFSTRUCTURE r ��� A L SF ❑ Duplex O Mobilehomex Other _ PLUMBING PERMIT ePECIry TYPE OF WORK Each Trap NewA Addition ❑ Remodel ❑yy Mlities ❑ Installation ❑ Other ❑ Describe Work: _ .0 r @7.50; 23.00 l/ I A6) o Seo C, *PERMIT FEE PAXb SRA .,'SHERIFF OTHER IlllilOtJN'T RECEZ111E0 "RST NVMm N 33- " TO se Wr =HTO comnft Fireplace Total Valuation $ e --J Fling Fee $ _ 20.00 Permit Fee $ . Energy Plan Checking Fee $ qf:�— O A _ L10 PERMIT FEE $ _ PLUMBING PERMIT 46.00 Filing Fee 1 20.00 Each Trap 3.5¢90. FT. 7.00 oO Solar or heat um water heater @7.50; 23.00 Waterpiping7 I 5.00 Each gas water heater or vent 20 ®I.00 SAL .50 15.00 Gas piping system 1 - 5 outlets 5.00 15.00 Building sewer 23.00 15.00 Mobile Home I 3 G I W IQ20.0o 20.00 PERMIT FEE ! t0li v ELECTRICAL PERMIT Filing Fee 20.00 Main SBIVICe 600V 0011 LESS 200A 0011 LE . _ 23.00 - Main Service 200A TO 1000A 46.00 I 00 NEW CONOT. OWEUJN0 OCCUP. OR ADDNS. 6 ACC. BLDS. 3.5¢90. FT. / "W - MULTI. OUTLET WON @7.50; POWER A APPARATUS 6 SINGLE OUTLET CIR I --__. Ex. Occup. OUTLET OR FIXTURES 20 ®I.00 SAL .50 - EX. OCCU FMCD APPINs. Oq oGnera ESID. ew 5.00 Temporary Service 23.00 —^ _ Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , LILI MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50, Ventilation Mobile Home Installation Fee S Energy Inspection Fee $ (o . occ CONST. TMP` TOTAL FEE E _ ^ FES I �L —` P L I I suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By p Recei-0. LICANPERMIT EXPIRES ON ReceiWHITE-0S.-8._0..O.CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD.APPT Date 0816) E.H. USE ONLY Flat Plan Anachad r 'laaa, Man Attach d Sant to 6.0. 2 TO: Building"Department FROM: Environmental Health SUBJECT: Sanitation Clearance (t4j*,S 2 �69 - All - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other NOW Tinai ior; Final clearance O.K. for: NOTE: -.1 6 Environmental Health Specialist 8/96 ................ ............ ...... . ate COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: SIASSESSOR PARCEL NUMBER/� Proposed Building Use: C. V Counter Technician: Vv Date: 0 S-Oa- Ite�mss required in order to apply for a per' it. AlAfoxes MUST be checked OR marked NA in order to apply. 3 or 4 sets, signed by the preparer of the plans. eomplete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. t 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. �6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. `% 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. 8 Flood Elevation Certificate, wet -stamped and signed, in duplicate...... lot plan and business license approval from the City of Biggs........! etter of intent for non-residential buildings .................. *' * * * .. 11. Detached Accessory Building Form filled out by the owner..... ❑ 12. Hazardous Material Form ............................................ . ❑ 13. Other . ate Received .......... -. . ........ Da" tp >lq�'i Cla2� � `fit Ed_ eVEM Remaining items needed to issue the permit. (May require addit'pnal plan // review upon receipt of the following items.) 77 417. es as shown on the attached Schedule of Fees Due Sheet.'`/.51.. 7.. ............. (..'..�5atement of Intent for Non -heated and A/C Buildings ............................................. nitation and plot plan approval from the Environmental Health Department in' �Zty of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planningpproval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contac st�l, and Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Tre`Inspection for required ................ ,.•.❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... D' 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, 10 Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufacturedh e ut' ' clearance............................................................... Fl ?9 Fyictina vinla rid/ ired permits........... ❑ Ivl �itl /St tement of Facts, ❑ �p�ienr ,Wej",,t 4. lj&q n issued Tele pl e I have been inform o F plicant: Legal Owner, ❑ Check to H.C.D and hold for pickup. and requirements for obtaining a building permit. Date: 07 S -oa 1. Index permit appl'lcatio a ov items numbered: Plan Check Letter gContracto gesi equire � own a d of the above data by ❑ phone, ❑ mail, ❑ counter, by p—t3_ Date: 6, owner, was advised of the above dto by ❑ phone, ❑ mail, ❑ counter by LJ /b•Date: Date: ` Z Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: 2 Note transfer by: Date: / ► Yellow: Building Division J2- ' h APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION {1 March 20, 2002 v� 0Z County of Butte `✓' Building Department . �l 7 County Center Lane Oroville, CA 95965 Attn.: Mr. Mike Vieira Re: Brownridge Family residence — Durham, Ca. We were employed to provide compaction verification of the engineered fill in the building pads for the Garage and Shop buildings for the Brownridge Family Residence located at 9836 Nikki Creek Lane in Durham. The project consisted of "removing all organic and deleterious material from the building pad site and constructing two engineered fill (approximately 16 inches) building pads which meets County of Butte, UBC, and ASTM requirements. Our technicians found that the import fill material contained in excess of 30% + 3/4 inch material. Per ASTM D1557-91 section ' 1.2 and ASTM D4718-87 section 1.3, we cannot proceed with conventional density testing procedures on this material. Per our agreement with the City of Chico Building Department and the Butte County Building Department, all fill would have to be monitored during construction to verify that adequate moisture conditioning and compactive efforts were achieved. We monitored grading operations on site from 02-15-02 to 03-05-02. Because of early season wet conditions the original grade started to pump slightly when compactive effort was applied It was decided to place fabric on the original grade to stabilize the areas to receive fill. All engineered fill was monitored to verified proper moisture content, placed in 8"-12" loose lifts and compacted with a .sheepsfoot compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the import fill. Based on our experience and 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 engineered fill was properly moisture conditioned and compacted to at least 90% relative compaction. 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. 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 I uefoue1Y. %IuIIt, IV. LVVAli. IV r Irl Airr� APPLIED TESTING CONSULTANTS NATERIM.8 ENGINEERING TESTING AND INSPECTION March 20.2002 G (' County of Butte 2 / Building Department 7 County Cen(cr Lane Oroville, CA 95965 Attn.: Mr. Mike Vieira Re: Brownridge Family Residence —Durham; Cst. We were .employed to provide compaction verification of the engineered fill in the building pads for the Garage and Shop buildings for the Brownridge Family Residence located at 9836 Nikki Creek Lazne in Durham: The project consisted of removing all organic and deleterious material from the hiiilding pad site and constructing two engineered ' fill (approximately I6 inches) building pends which meets County of Butte, UBC, and ASTM requirements. Our technicians found that the import fill material contained in excess of 30% t % inch material. Per ASTM D1557-91 section 1.2 and ASTM D4718-87 section 1.3, we cannot proceed with conventional density.testingprocedures on this material. Per our agreement with the City of Chico Building -Department and the Butte County Building Department; -all. fill would-hade•to.be monitored during cotistruction to verify that adequate moisture conditioning and compactive efforts were achieved. We monitored grading operations on site from'02-1502 to 03-05-02. Because of early season wet conditions the original grade started to pump slightly when compactive effort was applied It was decided to place fabric on the original grade to stabilize the areas. to receive 611.* All engineered fill was monitored to verified proper moisture content, placed in S"-12" loose lifts and compacted with a sheepsfoot compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the import fill. Based on our experience and 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 engineered fill 'teas properly rnoistum conditioned and compacted to at least 90% relative compaction. . 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. 3060 Thomtres Drive. Ste. 10 • Chico. CA 95973 - Telephone: (530)691-6625 Facslmlle: (530) 691-4243 C -d dso=ao zo LZ unC Tuesday, June 18, 2002 3:10 PM _ ATC (530) 891.4243 _ p.07 JATC: APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve C11aM Address: city, state zip: Attn: Project $all vescrlplion: Sample location: sample depth: Tial No: Water Added Gross compacted wt•, Container Tern. Net compacted wt: Wet denalty, pct Orydensity, pd; Pan No: Gross watwt Gross dry wt: Pan tare: Nat dry wt: Moisture lois: •A Moisture Content 123.0 122.0 w 121.0 117.0 S.rnpre No: T-1 Rick Shanks nate: 13 -Feb -02 P.O. Box 7846 Tech: K. Coy Chico, CA 95927 Rick Shanks Nikki Lane Estates ( erownridge Family Res . ) Red Brown Sandy Clay wt Medium Cobbles Jobsite A11e 1 2 3 4 150 250 330 7055 7334 7330 2716 2716 2716 4339 4618 4614 127.6 - 135.8 135.7 117,2 122-1 120.0 1' 2 3 J 4 1073.0 1046.2 1175.5 992.5 949.6 1049.5 79.3 89.0 82.8 913.21 860.6 966.7 80.5 98.8 126.0 8.8%1 11.2% 13.0% Sample Weight: 15,260 gTOM3 Rock Correctlon' ASTM 04718 Total sample wt. 39.25 +314 rock wt: 17.65 % of +314 rock: 29.81/6 Specific Gravity of +314: 2.60 Rook adl. density; 131.8 .7452.30 - 1694.1r + R: =1 7.0% 0.0% 9.0% 10.0% 11.0% 12.0x•. 1iu% 14.0% Moisture Content (% of dry weight) Max density from curve: 122.1 Max adjusted density: 131.8 pd' Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 1s.0% 3060 Thomtree Drive, Ste.10 - Chico. CA 95073 - Telephone: (53D) 691-5625 - Facsimile: (530) 891-4243 i''d d90:20 20 GZ unC 74'11 E C E 0 E 72 JUN 2 7 210U2 I BUTTE COUNTY PLANNING DIVISION aot O NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A -PROPERTY OWNER INFORMATION For Irsurance.ComparryUse BUILDING OWNER'S NAME GEORGE BROWNRIDGE Policy Number. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company ,NAIC.Number NIKKI CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A.P.N 040-100-067 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL (GARAGE) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ..... ( ##' - ##.##" or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. - - - - - SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE BUTTE COUNTY 060017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX ❑ a) Top of bottom floor (including basement or enclosure) B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER co B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 520 C 6&98 68-98 _ AE 173.6 Biu. Indicate the source of the Base flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a.4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No ❑ a) Top of bottom floor (including basement or enclosure) 173. 6 ft.(m) ❑ b) Top of next higher floor N/A . _ft.(m) co ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) ❑ d) Attached garage (top of slab) N/A. _ft.(m) E c ❑ e) Lowest elevation of machinery and/or equipment w d servicing the building (Describe in a Comments area) WA . _ft.(m) E 2 C]0 Lowest adjacent (finished) grade (LAG) 170.8 ft.(m) z' m ❑ g) Highest adjacent (finished) grade (HAG) 171. 2 ft.(m) N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 ❑ I) Total area of all permanent openings (flood vents) In C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME MICHAEL S. BYRD LICENSE NUMBER RCE 28998 REGISTRATION EXP. 03-31-03 TITLE CIVIL ENGINEER COMPANY NAME ROLLS, ANDERSON & ROLLS FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION . REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. ) For Irsiirance cmoanv tie1 BUILDING STREET ADDRESS (Including Apt, Unit, Suite, arxllor Bldg. No.) OR P.O. ROUTE AND BOX N0. Policy Number NIKKI CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938PapY NAIC Nurser SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAmissued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or ((n Zone AO) depth of flooding at the building site is: _ _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS May 20 02 08:41a p.1 ;y 'O Department of Development Services o Building Division a 7 County Center Drive Oroville, CA 95965 O (530) 538-7541 (530) 538-2140 FAX 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. —� -1 Owner:m,e5'�a_ � . QC�.eaW. r.-C.AC Phone: � 3a� 2:geyd Mailing Address p F71 W/0. l ea c1SS�� Site Address: ��!t',- N, /,m"' Assessor's Parcel Number: Zone: 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 INFORMATION: 1. Is there a primary dwelling on the property? Yes ❑ No 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No 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 any portion of the structure located closer than 20' to your front property line? Yes ❑ No 51 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 19 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 ❑ No 13. Will this building have a sink? Yes ❑ No Eg 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? 16. What type of wall covering will the building have?/yam OVER 1 of 2 May 20 02 00:41a p.3 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. J' 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 only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garaYe door is r uired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely oven. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked it4, please check the uses below which best fit this building. ❑ GuestHouse Q Pool House ❑ Studio F1 Recreation StudyRecreation Room ❑ Game RoomApartment F-1 In-law quarters [j Bonus Room C1 Playroom C] Den ❑ Library 0 Studio F-1ArtistStudio ❑ Hobby Room ElCraft Room C] Canning Room ❑ F Room Canning Kitchen ❑ Sewing Room E3 Sun om ❑ Private Office [I Workshop' ❑ Home Occupancy 2 El Other - Use = 1. Desaibe npe orworLJwp Must be approved by die blue Co zzy Plamsing 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 PIans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of pequry 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 la% s require disclosure of this information if or when the property is offered for sale. Owner's Name: Please P ' t (�;I, e-, e 10 20 w,V/& if Owner's Signature: Gc�. Date:�?�Z_ 2 of2 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 DJDdobbie(@cs.com June 24, 2002 Job No. 2014 qo -1n0 - 0(0 7 County of Butte Department of Development Services Building Division 7 County Center Road Oroville, CA 95965 Re: Brownridge Garage, Plan Check No. 020-694 Dear Building Official, I have reviewed the truss calculations and drawings by Longfellow Truss Company, Inc. dated 3/25/02 and found them in conformance with the same general design criteria used in my design for the same building structure. Respectfully, Daniel J. obbie P.E. C42028 A' H E --�� JUN 2 5 2002 i BUTTE COUNTY jr ju,&11 r ik-7A vi Please complete the following information in order to process your submittal. If this form is not c,. and legible. it may cause a delay in processing. Owner's Name: r003 Received By: A.P. R: [261 0' 100-- () &-% Permit #. Time Number: -3q?, Purpose of submittal: Q Pomit Application Data 10M ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: CZequested By Plan's Examiner- Examiner's Name: O Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisior_ review. If engineering is involved in this revision, the engineer must put his requirements on these dray stamp and sign the drawings. Include two (2) sets of wet signed engineering. Bevise drawings must cle< When Approved, Process as Follows: O Mail to Owner at this address: O Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Or ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt M: O Additional Fees ,Vol Rt .Additional fees may be due based upon complexity And time involved to process this sub Additional Fees: — Receipt #: NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes I.7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION I For Insurance Comoanv Use: BUILDING OWNER'S NAME Policy Number GEORGE BROWNRIDGE BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. Nod OR P.O. ROUTE AND BOX NO. Company NAIC Number NIKKI CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A.P.N 040-100-067 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL (GARAGE) --, LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):_ _ _ _ ( ##'- ##' - ##.##" or ##.#q###) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY ()60017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX ❑ a) Top of bottom floor (including basement or enclosure) B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 520 C 68.98 6-8-98 AE 173.6 DIV. n wiGdie u ie suunz or ule case riood tlevaoon trsrt) data or base flood depth entered In 139. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction' E] Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments , Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM? ®Yes [:)No iof ❑ a) Top of bottom floor (including basement or enclosure) 173. 5 ft.(m) O b) Top of next higher floor NIA . 0 c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) N/A . _ft.(m) °' ❑ d) Attached garage (top of slab) NIA. _ft.(m) E a ❑ e) Lowest elevation of machinery and/or equipment W v servicing the building (Describe in a Comments area) N/A. _ft.(m) E ❑ f) Lowest adjacent (finished) grade (LAG) 170.8 ft.(m) z' m 0 g) Highest adjacent (finished) grade (HAG) 171. 2 ft.(m) U N O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 ❑ ' Tal ) of area all permanent openings (flood vents) in C3.1i 0 sq. in. (sq. an) REGISTRAT-ION EXPIRES 3-31-03 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 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 MICHAEL S. BYRD LICENSE NUMBER RCE 28998 REGISTRATION EXP. 0331-03 TITLE CIVIL ENGINEER COMPANY NAME ROLLS, ANDERSON & ROLLS FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS i DANT: In these spaces, copy the corresponding information from Section A- NG NG STREET ADDRESS (Including Apt, Unit, Su'de, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. NIKKI CREEK LANE CITY DURHAM STATE CA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed –see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community�s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B. C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) . G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBERI G6 G5. DATE PERMIT ISSUED . DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ! . _ft.(m) Datum: — _ ft.(m) Datum: ❑ Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 06i24i2002 11:17 5395454743 i June 24, 2002 Job No. 2014 County of Butte Department of Developm Building Divisicin 7 County.Center.Road Oroville, CA 95965 Re: Brownriduc !Garage, Dear Building. Olfficiai, I have reviewed the to Inc. dated.1/2r,/02 and k used in my design for the Respectfully, /. Daniel J.' obbie_ P.E. 042028 Fax : 9163426910 Jun 24 '02 10:44 P02 DANIEL J` UOUBI.E PAGE 01 DANIEL J. DOBB11 Professional Engincer 20 Mayfair Drive Chico, CA 93973-070 TalephondPax (530) 343474 D bb cm*m Services Check No. 020-694 calculations and drawings f y Longfellow Truss Company, them in conformance wit the same general design criteria ne building structure. May 21, 2000 George & Tanya Brownridge 1043 Village Lane Chico, CA 95926 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Subject: A.P.N. 040-100-067, Nikki Creek Road, Durham LETTER OF INTENT This letter is in response to your request that we clarify the specific use of the proposed garage. The plans that have been submitted show a design for a four -car garage and shop area. The garage will be used for storing automobiles and the shop will be used for storage of household items. There is no other intended use for this structure. Please contact me if you have any questions or need additional clarification regarding this matter at 342.0800. Since ly, ,l G� George irownridge 6111410z— ,4 ozo -G 9¢. zo �Ja�4J GA��ca�, 411 Normal Avenue • Chico, California 95928 530-345-1161 TEL 530-342-6910 FAX B4. MAP AND PANEL O.M.B. No. 3067-0077Expires NATIONAL FLOOD INSURANCE PROGRAM July 31, 2002 ELEVATION CERTIFICATE 89. BASE FLOOD ELEVATION(S) Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION EFFECTIVEIREVISED DATE For Insurance Company User BUILDING OWNER'S NAME 520 Policy Number GEORGE BROWNRIDGE 6$98 AE BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. WA ._ft.(m) Company NAIC Number NIKKI CREEK LANE 170. 8ft.(m) z' 2) CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 8 A.P.N 040-100-067 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL(GARAGE)j LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):..... or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE BUTTE COUNTY 060017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX ❑ a) Top of bottom floor (induding basement or enclosure) 67. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 520 C 6--98 6$98 AE 173.6 D w. uwiUare ure source ur the base Hood tievation (drt) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* El Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments ; Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No ❑ a) Top of bottom floor (induding basement or enclosure) 173. 5 ft.(m) ❑ b) Top of next higher floor N/A. _ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) WA . _ft.(m) 0 M ❑ d) Attached garage (top of slab) WA. _ft(m) E ❑ e) Lowest elevation of machinery and/or equipment W M servicing the building (Describe in a Comments area) WA ._ft.(m) E C) f) Lowest adjacent (finished) grade (LAG) 170. 8ft.(m) z' 2) ❑ g) Highest adjacent (finished) grade (HAG) 171. 2 ft.(m) 0 N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 8 ❑ i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) IcEGIST12ATiON EXPIRES 3-31-03 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 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 MICHAEL S. BYRD LICENSE NUMBER RCE 28998 REGISTRATION EXP. 03-31-03 TITLE CIVIL ENGINEER COMPANY NAME ROLLS, ANDERSON & ROLLS FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUA'rION REPLACES ALL PREVIOUS EDITIONS I IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy. Number NIKKI CREEK LANE CITY STATE ZIP CODE Com p?Fy NAIL Nu DURHAM CA 95938 rr�er SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here'If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) [:]above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the commun'rtys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 /QaoFEsseoN� 4202$ Jr CIVIL ��Q' PROJECT SCOPE: Page: 1 Job No: 2014 Date: March 2002 Brownridge Garage PROVIDE ENGINEERING FOR A ONE-STORY WOOD FRAMED GARAGE. ROOF TRUSS DESIGN SHALL BE PROVIDED BY OTHERS. DESIGN THE ROOF BEAMS AND HEADERS. PERFORM A WIND AND SEISMIC ANALYSIS AND DESIGN THE DIAPHRAGM AND CHORDS. DESIGN THE WOOD SHEAR WALLS AND CHECK FOR OVETURNING. DESIGN DATA: UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 8:12) COMPOSITION ROOFING PLYWOOD FRAMING 5/8" GYP BD CLG INSULATION MECH/ELEC/MISC DEAD LOAD = LIVE LOAD 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1000 PSF 2.5 PSF 1.7 PSF 3.8 PSF 2.8 PSF 0.7 PSF 1_5 PSF 13.0 PSF 16.0 PSF BUTTE SOLDiNG DEPARTMERT APPRVED epla 7POz 'ry l0& -rte/ - Co�Y DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 BEAM OVER GARAGE DOOR SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) Page: 2 Job No: 2014 Date: March 2002 Brownridge Garage 19.5 FT 18 FT 13 PSF 14 PSF 0.234 KLF 0.252 KLF 0.025 KLF 0.511 KLF 4.98 KIPS 24.3 KIP FT 51/8" x 15" GLB (24F -V4) 15 IN 5.125 IN 1441.4 IN^4 LOAD DURATION & VOLUME FACTOR ADJUSTMENT: 1800 KSI 8.5 KIPS 38.4 KIP FT ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 4.34 KIPS FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd 10.63 KIPS OK VOLUME FACTORS (Cv) 0.985 Cv = k(12/d)".1 * (5.125/b)1.1 * (21/L)1.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr'=Mr*Cd'*Cv 47.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.641 IN DEFLECTION/SPAN RATIO L / 365 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.325 IN CAMBER (C) C = Ddl * 1.25 . 0.406 IN NOT APPL BEAM OVER GARAGE DOORS: 5 1/8" x 15" GLB (24F -V4) r FACTORY CAMBER aD DANIEL J. DOBBIE Page: 3 Professional Engineer 20 Mayfair Drive Job No: 2014 Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage BEAM SUPPORTING INTERIOR JACK TRUSSES SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 16.5 FT TRIBUTARY ROOF WIDTH (Wr) 5 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.065 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.080 KLF UNIFORM BEAM DEAD LOAD (URDL) 0.045 KLF TOTAL UNIFORM LOAD (TUL) 0.190 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.57 KIPS MAXIMUM BENDING MOMENT (Mmax) 6.5 KIP FT TRIAL SIZE: 6 x 12 #1 / BEAM DEPTH (d) 11.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 697 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 3.58 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 13.63 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.39 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 4.48 KIPS OK VOLUME FACTORS (Cv) 1.022 NOT APPL Qv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)".1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr-Cd- 17.0 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.284 IN DEFLECTION/SPAN RATIO L / 697 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.164 IN CAMBER (C) C = Ddl * 1.25 0.206 IN NOT APPL BEAM SUPPORTING JACKS: 6 x 12 #1 l aD DANIEL J. DOBBIE Page: 4 Professional Engineer Job NO: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage ROOF RAFTERS AT CANTILEVERED BEAMS (8:12 PITCH) DESIGN DATA: HORIZONTAL RAFTER LENGTH (HL) 8.00 FT RAFTER PITCH HEIGHT (P) (4:12, P=4) 8 :12 SLOPE FACTOR (SF) 1.202 TRUE PURLIN LENGTH (L) 9.61 FT ROOF DEAD LOAD (DL) 10 PSF ROOF LIVE LOAD (LL) (SNOVV) 16 PSF REDUCE LIVE LOAD FOR HORIZONTAL PROJ. (LL') 13 PSF TOTAL ROOF LOAD (TL) 23 PSF RAFTER SPACING (s) 24 IN UNIFORM TOTAL LOAD (wtl) 0.047 KLF RESULTANTS: END REACTION (R) 0.22 KIPS MAXIMUM BENDING MOMENT (M) 0.54 KIP FT TRIAL RAFTER SIZE: 2 x 6 #2 RAFTER DEPTH (d) 5.5 IN RAFTER RESISTIVE SHEAR (Vr) 0.523 KIPS RAFTER RESISTIVE MOMENT (Mr) 0.824 KIP FT MOMENT OF INERTIA (1) 20.79 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI EI VALUE (EI) 33264 KSI RAFTER VALUES: LOAD DURATION FACTOR (Cd) 1.25 ROOF MAXIMUM HORIZONTAL SHEAR (V) = R - wd * d 0.20 KIPS ADJUSTED RESISTIVE SHEAR (Vr') = Cd * Vr 0.65 KIPS OK ADJUSTED RESISTIVE MOMENT (Mr') = Cd * Mr 1.03 KIP FT OK DEFLECTION: TOTAL LOAD DEFLECTION 0.270 IN SPAN/DEFLECTION RATIO (TL) L/ 428 OK ROOF RAFTERS: 2 x 6 # 2 @ 24" O.C. aD DANIEL J. DOBBIE Page: 5 QQ Professional Engineer Job NO: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 PWV18''AU6A fkiVERED GABLE END BEAM Br°wnridge Garage DESIGN DATA: SPAN LENGTH (L) 4 FT CANTILEVER LENGTH (Lc) 2 FT TRIBUTARY WIDTH (W) 5 FT TRIBUTARY AREA (Atdb) 30 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 13 PSF TOTAL LOAD (TL) 29 PSF ESTIMATED BEAM WEIGHT (wb) 0.035 KSF UNIFORM DEAD LOAD (wdl) wdl = W * DL + wb 0.100 KLF UNIFORM LIVE LOAD (wil) 0.080 KLF TOTAL UNIFORM LOAD (wtl) 0.180 KLF TOTAL CONCENTRATED LOAD AT CANTILEVER (Pc) 0 KIPS RESULTS: RIGHT REACTION (Rrt) (TL FULL LENGTH) 0.81 KIPS LEFT REACTION (Rlt) (TL FULL LENGTH) 0.27 KIPS LEFT REACTION (Rltd) (DL c@ CANT,TL c@ SPAN) 0.31 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPPORT (z) 1.72 FT LOCATION ZERO MOMENT FROM LEFT SUPPORT 3.44 FT MAXIMUM POSITIVE BENDING MOMENT (M+) 0.3 KIP FT MAXIMUM NEGATIVE BENDING MOMENT (M-) 0.4 KIP FT TRIAL SIZE: 6 x 12 #1 BEAM DEPTH (d) 11.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 697 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 3.58 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 13.63 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF, EQ, IMP) 1.25 ROOF MAXIMUM SHEAR TO LEFT OF Rr (VL) 0.28 KIPS MAXIMUM SHEAR TO RIGHT OF Rr (VR) 0.19 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 4.48 KIPS OK VOLUME FACTOR (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L' )".1 LOADING CONDITION FACTOR (k) 1.00 DISTANCE ZERO MOMENT MIDSPAN (L'ms) 3.44 FT DISTANCE ZERO MOMENT RIGHT CANTILEVER (L'rc) 3.00 FT VOLUME FACTOR MIDSPAN (Cvms) 1.195 NOT APPL VOLUME FACTOR RIGHT CANTILEVER (Cvrc) 1.211 NOT APPL RESISTIVE MOMENT MIDSPAN (Mr'ms) 17.0 KIP FT OK RESISTIVE MOMENT RIGHT CANTILEVER (Mr'rc) 17.0 KIP FT OK DEFLECTION MIDSPAN: MAXIMUM DEFLECTION (Dms) (TLms,DLcant) 0.001 IN DOWN DEFLECTION/SPAN RATIO L/ 87125 DEAD LOAD DEFLECTION (Ddlms) (DLms,DLcant) 0.000 IN DOWN CAMBER (Cms) Cms = Ddlms * 1.25 0.000 IN UP DEFLECTION RIGHT CANTILEVER: MAXIMUM DEFLECTION (Dcant) (DLms,TL,cant) 0.001 IN DOWN DEFLECTION/SPAN RATIO L/ 44301 DEAD LOAD DEFLECTION (Ddlcant) (DLms,DLcant) 0.000 IN DOWN CAMBER (Ccant) Ccant=Ddlcant*1.25 OR-Ddlcant/1.25 0.000A UP TYP CANTILEVERED BEAM: 6 x 12 #1 aDDANIEL J. DOBBIE Page: 6 QProfessional Engineer Job NO. 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage BEAM OVER WORKBENCH SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 13.5 FT TRIBUTARY ROOF WIDTH (Wr) 18 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 14 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.234 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.252 KLF UNIFORM BEAM DEAD LOAD (UBOL) 0.045 KLF TOTAL UNIFORM LOAD (TUL) 0.531 KLF RESULTS: MAXIMUM REACTION (Rmax) 3.58 KIPS MAXIMUM BENDING MOMENT (Mmax) 12.1 KIP FT TRIAL SIZE: 6 x 12 #1 BEAM DEPTH (d) 11.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 697 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 3.58 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 13.63 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 3.08 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 4.48 KIPS OK VOLUME FACTORS (Cv) 1.042 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr"Cd- 17.0 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.356 IN DEFLECTION/SPAN RATIO L / 455 OK DEAD LOAD DEFLECTION (Ddl) DO = Dt * DL/TL 0.187 IN CAMBER (C) C = DO * 1.25 0.234 IN NOT APPL BEAM OVER WORKBENCH: 6 x 12 #1 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 TYPICAL DOOR AND WINDOW HEADER DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Vr = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 2.06 lu FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION. DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO TYPICAL HEADER SIZE: 6x8#1 Page: 7 Job No: 2014 Date: March 2002 Brownridge Garage 3.5 FT 6 FT 0 FT 13 PSF 16 PSF 0 PSF 0 PSF 0.078 KLF 0.096 KLF 0.000 KLF 0.000 KLF 0.075 KLF 0.249 KLF 0.44 KIPS 0.38 KIP FT 7.5 IN 5.5 IN 193.3 IN^4 1600 KSI 1.350 KSI 2.33 KIPS 5.8 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 0.28 KIPS 2.91 KIPS OK 1.245 NOT APPL 7.3 KIP FT OK 4.6 5.6 <7 87 IN 0.438 32.669 7.2 KIP FT OK 0.003 IN L/ 15451 OK 6x8#1 DANIEL J. DOBBIE Page: 8 QDe Professional Engineer Job No: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 #VALUE! OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION): ROOF: 2866 *.013 = 37.3 KIPS INT WALLS: .010 * 10/2 * 16 = 0.8 KIPS EXT WALLS: .020 * 10/2 * 66 * 2 = 13.2 KIPS TOTAL 51.3 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 10.1 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 7.2 KIPS REDUNDANCY FCTOR (p)• = 2 - 20 / (rmax * Ab^0 5) 0.68 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 14 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 4.53 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 10.1 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.32 GROUND FLOOR AREA (Ab) 2222 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P)• P = Ce * Cq * qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 22 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRADE (FT) 401- 60' 111 = 0 0.84 0.00 30'- 40' h1 = 0 0.84 0.00 25'- 30' h2 = 0 0.76 0.00 20'- 25' h3 = 2 0.72 1.44 15'- 20' h4 = 5 0.67 3.35 01-15, h5 = 15 0.62 9.30 TOTAL h'= 22 TOTAL (hCe') = 14.09 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.640 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.49 PSF AREA OF WIND LOADING (TRANSVERSE DIRECTION): BUILDING WIDTH (Wb) (AT GROUND LEVEL): 66 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 10 FT AREA OF EXPOSURE (Ae): 1300 SQ FT ADJUSTED AREA (Ae') (1/2 OF 1ST LVL TO GRND): 970 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.61 PSF WIND LOADING (Vw) (TRANSVERSE DIRECTION): 12.2 KIPS,, WIND GOVERNS aD DANIEL J. DOBBIE Page: 9 Professional Engineer Job NO: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 BrOWnridge Garage DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: (TRANSVERSE LOADING) TOTAL LOAD TO LEFT SUBDIAPHRAGM (Vr): 5.73 KIPS DIAPHRAGM WIDTH (W): 28 FT DIAPHRAGM LENGTH (L) 34 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.102 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" o.c. ROOF CHORD FORCES: FIELD NAIL = 8d COMMON @ 12" O.C. MAXIMUM CHORD FORCE (C=T): C = T = Vr*LJ(8*W) 0.87 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.3 ADJUSTED ALLOWABLE TENSION (Ft') 0.994 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 8.2 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fem/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z= 469 LBS MODE Illm Z= 171 LBS MODE Ills Z= 171 LBS MODE IV Z= 118 LBS GOVERNING MODE: MODE IV Z= 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12*D (< 1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z'* CD) 7 NAILS USE: 16 -16d SINKER NAILS / TYPICAL ROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS: 8'- 0" MIN. LAP AT SPLICES W/ 16 -16d SINKER NAILS BETWEEN SPLICES aD DANIEL J. DOBBIE Page: 10 Professional Engineer Job NO: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage SHEAR WALL AT LEFT GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 * 455/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.87 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 17.00 FT TOT WIDTH = 17.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.169 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12'.' o.c. w Plc Prd `Pup P1 H J Rd� Rup ,I PANEL P1 DATA: PANEL WIDTH (W): 17 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.87 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.218 KLF APPLIED LEFT DOWN LOAD (Pld): 0.27 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.27 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 28.7 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 24.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.52 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.27 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 0.48 KIPS " 29 o.c. USE: 28 aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 11 Job No: 2014 Date: March 2002 Brownridge Garage SHEAR WALL AT CENTRAL GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 " TOTAL SHEAR COLLECTED TO WALL LINE (V): (455+415)/2 5.48 PANEL SIZES: HEIGHT KIPS WIDTH P1: 10.00 FT 7.00 FT P2: 10.00 FT 7.00 FT TOT WIDTH = RESULTING UNIT SHEAR AT WALL LINE (v): 14.00 FT 0.391 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING PANEL EDGES, 2x SILL PLATE PANEL P1 DATA: (P2 SAME) PANEL WIDTH (W): 7 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL M: 2.74 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.165 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 27.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): 2.7 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): 24.7 KIP FT 4.68 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.53 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR I/ 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 0.48 KIPS " 8 O.C. USE: 8 aD DANIEL J. DOBBIE Page: 12 Professional Engineer Job No: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage SHEAR WALL AT RIGHT GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 * (415/2+80) TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.62 KIPS PANEL SIZES: HEIGHT WIDTH l P1: 10.00 FT 9.00 FT l P2: 10.00 FT 9.00 FT TOT WIDTH = 18.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.201 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL= 8d COMMON @ Xo.c. 6" FIELD NAIL = 8d COMMON @ 12" O.C. PANEL P1 DATA: (P2 SAME) PANEL WIDTH (W): 9 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.81 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pid): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 18.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 5.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 12.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.16 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.44 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 13 Professional Engineer Job No. 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 BroWnrldge Garage SHEAR WALL AT LEFT FRONT GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 * (300)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.89 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 7.50 FT TOT WIDTH = 7.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.252 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6"o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 7.5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.89 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.205 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 12.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): 3.8 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): 8.8 KIP FT 2.71 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.17 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x / ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 3.61 KIPS OK SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 0.48 KIPS " 29 o.c. USE: 28 l DANIEL J. DOBBIE 4% Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SHEAR WALL AT RIGHT FRONT GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 - (386)/2 TOTAL SHEAR COL Page: 14 Job No: 2014 Date: March 2002 Brownridge Garage LECTED TO WALL LINE (V): 2.43 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 6.50 FT / P2: 10.00 FT 6.50 FT FT RESULTING UNIT SHEAR AT WALL LINE (v): TOT WIDTH = 13 1.870 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6"o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 6.5 FT 10 FT 1.22 KIPS WIND NO 0.205 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 8.1 KIP FT 2.9 KIP FT HD REQ'D 5.2 KIP FT 2.13 KIPS -0.80 KIPS i 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.48 KIPS 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 15 Job No: 2014 Date: March 2002 Brownridge Garage SHEAR WALL AT LEFT REAR GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 * (300+221)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.28 KIPS PANEL SIZES: HEIGHT WIDTH / P1: 10.00 FT 9.00 FT P2: 10.00 FT 9.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): Tor WIDTH = 0.182 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6"o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (w): 9 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.64 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.205 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): 10.9 KIP FT NET OVERTURNING MOMENT (Mnet): 5.5 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): / RIGHT UPLIFT REACTION 5.4 KIP FT 2.44 KIPS (Rup): (NEGATIVE UP) C -0.60 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 3.61 KIPS OK SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 0.48 KIPS " 29 o.c. USE: 28 J 2 aD DANIEL J. DOBBIE Page: 16 Professional Engineer Job No: 2014 20 Mayfair Drive Chico, CA 95973-0707 Date: March 2002 Phone/Fax (530) 345-4743 Brownridge Garage SHEAR WALL AT RIGHT REAR GARAGE WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 - (386)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.43 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 9.00 FT 9.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): TOT WIDTH = 0.270 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4"o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 9 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.43 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.205 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 16.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): 5.5 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): 10.7 KIP FT RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 3.03 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x / -1.19 KIPS 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 2x SILL PL 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SHEAR WALL AT REAR SHOP WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0126 " (221)/2 TOTAL SHEAR COLLECTS Page: 17 Job No: 2014 Date: March 2002 Brownridge Garage D TO WALL LINE M: 1.39 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 4.25 FT RESULTING UNIT SHEAR AT WALL LINE (v): TOT WIDTH = 4.25 FT ()0.327 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4"o.c. FIELD NAIL = 8d COMMON @ 12" o.c. 1 PANEL P1 DATA: PANEL WIDTH (M: PANEL HEIGHT (H): 4.25 FT TOTAL SHEAR RESISTED BY PANEL (V): 10 FT 1.39 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.225 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 9.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): 1.4 KIP FT HD REQ'D LEFT DOWN LOAD REACTION (Rd): 7.9 KIP FT RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 2.82 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x -1.86 KIPS 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 0.48 KIPS " 22 o.c. USE: 22 aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 18 Job No: 2014 Date: March 2002 Brownridge Garage FOOTING AT CENTRAL GARAGE SHEAR WALL RIGID FOOTING, SINGLE DOWN AND UPLFT FORCES WITH SHEAR EXAMINE ONE PANF1 P1 FOOTING DATA: FOOTING WIDTH (W) 2 FT FOOTING DEPTH (D) 2 FT FOOTING LENGTH (L) 12 FT FOOTING WEIGHT (Wftg) (.15 KIPS / CF) 7.20 KIPS APPLIED FORCES: CONCENTRATED DOWN FORCE (Pd) 4.68 KIPS LOCATION Pd FROM LEFT END OF FOOTING (Ld) 2.5 FT CONCENTRATED UPLIFT FORCE (Pu) -3.53 KIPS LOCATION Pu FROM LEFT END OF FOOTING (Pu) 9.5 FT SHEAR FORCE (V) (TAKE TO SLAB) 0 KIPS LOCATION V ABOVE BOTTOM OF FOOTING (Lv) 2 FT RESULTS: SUM OF VERTICAL FORCES (Fv) Fv = Wftg + Pd + Pu 8.4 KIPS OVERTURNING MOMENT (Mot) Mot = Pu*Lu + V*Lv 33.5 KIP FT RESISTIVE MOMENT (Mr) Mr = Wftg*U2 + Pd*Ld 54.9 KIP FT OK LOCATION OF RESULTANT (Lr) Lr = (Mot-Mr)/Fv 2.56 FT ECCENTRICITY (e) e = U2 - Lr (OR Lr - U2) 3.44 FT RESULTANT LOCATED INSIDE KERN? (MIDDLE 1/3) NO MAXIMUM SOIL PRESSURE (qmax) gmax = 2*Fv/(W*3*Lr) MINIMUM SOIL PRESSURE (qmin) 1.088 KSF OK FOOTING DESIGN: 0.000 KSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = D*12 - 3.5 20.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.3 WIND MOMENT FOR RESULTANT INSIDE KERN (Mmax) 0.0 KIP FT IS TOTAL SOIL REACTION LEFT OF Pd? (Lr < Ld/3) NO MOMENT W/ SOIL RESULTANT OUTSIDE KERN(Mmax) 6.1 KIP FT ULTIMATE MOMENT (Mu) 7.9 KIP FT REINFORCING STEEL RATIO (p) 0.000174 < pmin USE: REINFORCING STEEL RATIO (p') 0.000232 AREA OF REINFORCING STEEL REQUIRED (Asreq"d) 0.114 IN^2 USE: 2 MAXIMUM SHEAR AT (Vmax): - #5 As = 0.62 IN"2 SHEAR FOR RESULTANT INSIDE KERN (Vmax) 0.00 KIPS IS TOTAL SOIL REACTION LEFT OF Pd? (Lr < Ld/3) SHEAR NO FOR SOIL RESULTANT OUTSIDE KERN (Vmax) ULTIMATE SHEAR (Vu) 4.55 KIPS ALLOWABLE SHEAR FOR CONCRETE (phiVc) 5.9 KIPS 41.82 KIPS NO SHEAR REINF REQ'D / FOOTING AT CENTRAL SHEAR 2'-0" WIDE x 2'-0" DEEP FOOTING WALLS: W/ 2 - #5 TOP & BOTTOM 2'-6 BEYOND INTERIOR END ,Jun -23. 2003 12:16PM MEEKS CHICO filt-SX-M __7%_THE BUILDER'S C: HOICE 11001'- 20111 S1. Cldico .CA 95928 Art Lane PW*53oP8424W contractor Sal" Fax 5301301158 No,4906 P. 1/1 PA. .e of Conformance 052736 THIS 1S TO CERTIFY thal the glued laminated timber products identified with a collF-; ve mark of Eng/neerod Wood Syafems (EWS) were manufactured In accordance with the applicai-f• standards and associated specifications indicated below: ANS1. Standard A190.1.1992, For Wood Products- Structural Glued Laminated Timber NER-486- Glbod Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses A'ITC 117..=93. - Manufacturing'- Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT 1S HEREBY GERTIFI'ED that the APA EWS trademarked structural glued larninatei aftrnber members were produced in a manufactunno facility subject to'regular audits in accordance with the Ergine -red Wood SxsteMs.(EWKS.-Qva.lity Assurance Program. Routine audits include inspcclion of the manufacturing prrxess grid -evaluation of the in -plant QA program with adequate sampt:1g to verity conformance to industry standards for lumber grade and giueline bond quality. l` iS is 7"v G iFY 7;�,�r G �v �°�vv�� - r9r" u.,oe ••'j. C x SEAL � i ►►� cbz 'Hyp G� by Thomas G. Williamsc;!V Executive Vice Presicic:11 6NCrNgfA@p yrp00 SYSTfw+S n q rereleo coroor81011 of AAA - TNl;-FAIGINBFAED WOOD ASSOCIATton 70118wm 91h Sweet- no, dor 11700 • Jzcome.. WA Bao 11.0)(10 7efophb-: (253) 5WS_W00 • Fer Nurnb1. (2!13) 56S• 7765 ' BUTTE COUNTY DEPAMMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE P. O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (530) 891-2727 TEL:, (530) 538-7281 The Sewage Disposal System was inspected at FOR EPTIC TANK Size _ Gallons Material LEAC ING FIELD Length O� feet Width c) inches No, of lines Rock Under Pipe inches The above dimensions meet the minimum requirements of Butte County Code, Chapter 19. Additional leaching area will be required d experience shows it to be necessary. Remarks: C O.M.B. No. 3067-0077 ` NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE. Important: Read the instructions` on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER's NAME — Policy Number GEORGE BROVVNRIDGE BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number` NIKKI CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A.P.N 040-100-067 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL (GARAGE) LATITUDEJLONGITUDE (OPTIONAL)HORIZONTAL DATUM: SOURCE: E]GPS (Type): ( ## -##.## or ❑NAD 1927 C] NAD 1983 ❑ USGS Quad Map ❑ Other. _ SECTION B - FLOOD INSURANCE PATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY 060017 BUTTE - CA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL N/A . _ft.(m) B9. BASE FLOOD ELEVATION(S) NUMBER WA . _ft.(m) B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 520 C 6-8-98 . 6$-98 AE 173.6 W. indicate the source of the base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the SFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): ' B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?. ❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: El Construction Drawings' C3 Building Under Construction' ® Finished Construction I. . 'A new Elevation Certificate will be required when constniction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7: If no diagram -- -- - accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1 -A30 AE; AH A (with BFE), VE, V1 -V30, V (with BFE) AR, ARIA, ARAE, ARIA1 A30, AR/AH, AR/AO Complete Items C3: a-ibelow according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Shbw field measurements'arid datum cornesion cd' culation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. _ Datum NGVD 1929 Conversion/Comments Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM? ®Yes [:]No 0 a) Top of bottom floor (including basement or enclosure) 173. 6 ft.(m) ❑ b) Top of next higher floor N/A . _ft.(m) co 0 c) Bottom of lowest horizontal structural member (V zones only) WA . _ft.(m) C3 d) Attached garage (top of slab) WA. _ft.(m) 0 o ❑ e) Lowest elevation of machinery and/or equipment w servidng the building (Describe in a Comments area) N/A. _ft.(m) E 15 Elf) Lowest adjacent (finished) grade (LAG) 170.8 ft.(m) Z m ❑ g) Highest adjacent (finished) grade (HAG) 171. 2 ft.(m) N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 S J ❑ i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) Q�OFESSil L No. 28998 Exp. 03-31-03 CP V1 �Q qlE Of C A_�FOQ` SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and,sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B,' and C on this certificate represents my best efforts to interpret the data available. ' t I understand that any false'statemen(may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME MICHAEL S. BYRD LICENSE NUMBER RCE 28998 REGISTRATION EXP. 03-31-03 TITLE CIVIL ENGINEER ^ ' ~ r COMPANY NAME ROLLS, ANDERSON & ROLLS WJ ADDRESS, ,. - CITY„ �- 'r. ;,•w STATE ZIP CODE SIGNATURE000, DATE 9 TELEPHONE FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A.""" }'"' ` " " s For Insurance: Company Use: BUILDINGS EET ADDRESS (Indudirg Apt, Unit, Suite, and/or Bldg. No.) OR PA. ROUTE AND BOX NO. Poricy Number NIKKI CREEK LANE CITY STATE ZIP CODE Company NAIGNumber DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ;-.1. T. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. , E1. Building Diagram Number _(Select the building diagram most similar to the building for.which this certificate is being completed –see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is —ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). ` E3. For Building Diagrams 6S with openings (seepage 7), the next higher floor or elevated.floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. I PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or communitymissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED j G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS . ^ _' � � . � + } � - _ _ e y � ♦ + 1 { f t� • � � r � � � �'. � � � � -� .. - _ - . +' r .�, f.� .. n T� • • � M . � � � • a •!' � - i .. f � ' i . � + WEDGCOR 'INC Metal Building Systems P.O. Box 110, Jamestown, ND 58401, (701)252-7380 JOB NAME: RMS BUILDERS LOCATION: DURHAM, CA 95938 DESCRIPTION: 40'X 75'X 14' 2:12 PITCH PO NO.: W26278 DATE: NOVEMBER 13, 2001 CALCULATIONS & DETAILS v --essf0tv, 01 PROJECT ENGINEER \ o . •"'"•••• Richard T. SmT.ith, P.E. 40 Re2istered Professional Engineer aj. W 0 434 .. c r C)EPARTM o VED v JOB: W26290 TABLE OF CONTENTS DESIGN CALCULATIONS -NOTES AND.HAND CALCULATIONS FRAMING SUMMARY ROOF DESIGN FRONT SIDEWALL DESIGN BACK SIDEWALL DESIGN LEFT ENDWALL DESIGN RIGHT ENDWALL DESIGN RIGID FRAME DESIGN #1 RIGID FRAME DESIGN #2 DESCALC.OUT (1 - 9 ) DESCALC.OUT ( 1 thru 2 ) FRAMSUM.OUT (1-8) ROOFDES.OUT (1 - 13 ) SWDES-F.OUT (1-4) SWDES-B.OUT (1 - 5 ) EWDES-L.OUT (1-10) EWDES-R.OUT (1 -10) RFDES-1.OUT RFDES-2.OUT (1 - 9 ) u): 43 y �• ND• 43 CIV1 •. ` �s %, OF CAS ' 11/9/01 c:\MBS J0BS\W26278\DesCa1c.out WEDGCOR INC. STRUCTURAL DESIGN CALCULATIONS FOR RMS BUILDERS d GEORGE BROWNRIDGE DURHAM, CA W26278 Pa ge 1 BUILDING DATA Width (ft) = 40.0 Length (ft) = 75.0 Eave Height (ft) = 14.0/ 14.0' Roof Slope (rise/12 ) = 2.0.0/ 2.00 Dead Load (psf ) = 2.2 Live Load (psf ) = 20.0 Collat. Load (psf ) = OA Snow Load (psf ) = 30.0 Wind Speed(mph j = 85.0 Wind Code = UBC 97 Closed/.Open = C Exposure-. = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0.36 O.GS..... ' �`� T• S��i `�ti Seismic Zone = 3 ,'\\o =w:_ Designer = PWB __ cn: N� 4 ------ Gft.✓�, AT3 ��lo, ,,��;•. CIV ����P; 11/9/01 DesCalc.out Page 2 W26278 FRONT SIDEWALL: --------------- L_OADING `Wind Wind Press Suct .,17.8 -17.8 23.7 -23.7 17.8 -17.8 Design Loads For Each Building Component 11/09/01 2:37pm .. Girt/Header .. Panel .. Jamb BACK SIDEWALL: --------------- LOADING Wind Wind Press Suct 17.8 -17.8 23.7 -23.7 .. 17.8 -17.8 .. LEFT ENDWALL: -------------- BASIC LOADS: Dead Live Load Load 2.2 20.0 Girt/Header Panel Jamb Snow Collateral Basic Wind Load Load Load Wind Ratio 30.0 0.0 19.8 1.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.8 -17.8 .. Column .17.8 -17.8 Girt/Header 17.8 -17.8 .. Jamb 23.7 -23.7 Panel -WIND COEFFICIENTS: Surf Rafter Wind_1 Rafter Bracing_Wind Long Surface Id Left Right -Wind -2 Left Right Left Right Press Friction 1 0.80 -0.50 0.80 -0.50 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.30 -0.70 0.30 -0.70 -0.70 0.00 3 -0.70 -0.90 -0.70 0.30 -0.70 0.30 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 0.00 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind. I Aux Load Id Dead Collat Snow Left Right Press Suct I Id 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0 2 1.00 0.00 0.50 0.00 0.00 1.00 0.00 0 3 1.00 0.00 0.50 0.00 0.00 0.00 1.00 0 4 1.00 0.00 0..00 0.00 0..00 °0.00 0.00 0 DesCalc.out 6 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 RAFTER DESIGN LOADS: WIND PRESSURE/SUCTION: No. Load Wind Live/ Rafter Rafter_Wind_2 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 1 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 30.0 0.0 19.8 1.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 17.8 -17.8 .. Column 17.8 -17.8 .. Girt/Header 17.8 -17.8 .. Jamb 23.7 -23.7 .. Panel WIND COEFFICIENTS: SurfRafter_Wind_1 Rafter_Wind_2 Bracing Wind Long Surface Id Left Right Left Right Left Right Press Friction 1 0.80 -0.50 0.80 -0.50 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.30 -0.70 0.30' -0.70 --0.70 0.00' 3 -0.70 -0.90 -0.70 0.30 -0.70 0.30 -0.70 0.00 4 -0.50 0.80 -0.50 0.80 -0.50 0.80 0.00 0.00 COLUMN & BRACING DESIGN LOADS: No. Load Live/ Brace Wind Column Wind Aux Load Id Dead Collat Snow Left Right Press Suct Id 8 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0 ' 2 1.00 0.00 0.50 0.00 0'.00 1.00 0.00 0 3 1.00 0.00 0.50 0.00 0.00 0.00 .1.00 0 v 4 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 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 7 1.00 1.00 0.00 0.00 0.00 ...0.00 0.00 0 8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 RAFTER DESIGN LOADS: No. Load Live/ Rafter Rafter_Wind_2 �, 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 Pa ge 3 11/9/01 DesCalc. out Page '4 14 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: Snow Dead Live Snow Collateral Basic Wind Load Surface "� Load Load Load Load Wind Ratio Friction 2.2 20.0 30.0 0.0 19.8 1.00 0.00 .WIND PRESSURE/SUCTION: 0.00 0.00 Wind Wind Wind 0 Press Suct Suct_R 1.00 0.0 -19.8 .. Purlins 0.0 -25.7 .. Panels 15.8 -9.9 -13.8 .. Bracing PURLIN DESIGN LOADS: Surf No. Des Load Id Loads Id 2 2 1 2 3 2 1 2 BRACING DESIGN LOADS: Surf No. Des Load • Id Loads Id 2 4 1 2 3 4 3 4 1 2 3 4 Live/ Wind Wind Aux Dead Collat Snow Press Suct Id 1.00 1.00 1.00 0.00 0.00 0 1.00 0.00 0.00 0.00 1.00 0 1.00 1.00 1.00 0.00 0.00 0 1.00 0.00 0.00 0.00 1:00 0 Live/ Wind Wind Aux Dead Collat Snow Press Suct Id 1.00 0.00 0.00 1.-00 1.00 0 1.00 0:00 0.50 1.00 1.00 0 1.00 1.00 1.00 0.50 0.50 0 1.00 1.00 0.00 0.00 0.00 0 1.00. 0.00 , 0.00 1.00 1.00 0 1.00 0.00 0.50 1.00 '1.00 0 1.00. 1.00 1.00 0.50 0.50 0 1.00 1.00 0.00 0.00 0.00' 0 RIGID FRAME #1: --------------- BASIC LOADS: Basic Dead Live Snow Collateral Wind 2.2 20.0 30.0 0.0 19.8 WIND COEFFICIENTS: Surf --Wind 1--- --Wind 2--- Id Left Right Left Right 1 0.80 -0.50 0.80 -0.50 2 -0.90 -0.70 0.30 -0.70 3 -0.70 -0.90 -0.70 0.30 4 -0.50 0.80 -0.50 0.80 DESIGN LOADS: Defl Seis Weak _Axis -React Ratio Load L_Col R.Col 1.00 0.5 0.0 0.0 Surface Friction 0.00 0.00, 0.00 > 0.00 11/9/01 DesCalc.out Page 5 4 No. _Des Load Live/ Live ---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 0.0.0 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 O.QO 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 0.00 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 It 11/9/01 DesCalc. out Page 6 W26278 Reactions, ------------------ Anchor Bolts, & Base Plates 11/09/01 2:37pm ----- ---- 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 ----- A 1` ----- F -- 6 ----- 0.00 ----- 0.22 -- ----- ----- --- 2 ----- 0.750 ----- ----- 5.00 6.50 ----- 0._250 3 0.00 2.26 7 0.00 -1.04 I.. D 8 1.72 -1..96 9 -1.72 -1.91 2 0.750 5.00 6.50 0.250 3 0.00 6.19 7 1.72 -2.59 1 C 8 1.72 -2.59 9 -1.72 -1:91 2 0.750 5.00 6.50 0.250 3 0.00 6.19 8 1.72 -2.59 1 A 6 0.00 0.25 2 0.750 5.00 6.50 0.250 3 0.00 2'.26 8 0.00 -1.04 4 A 6 0.00 0.91 2 0.750 5.00 6.50 0.250 10 0.00 4.26 11 0.00 -2.48 4 B 8 1.77 -2.07 9 -1.77 -1.99 2 0.750 5.00 6.50 0.250 11 1.77 8.34 10 1.77 -2.75 4 E 8 1.77 -2.68 9 -1.77 -1.99 2 0.750 5.00 6.50 0.250 3 0.00. 6.57. 8 1.77 -2.68 4 F 6 0.00 0.23 2 0.750 5.00 6.50 0.250 3 0.00 1.92 8 0.00 -0.89 *2 F 1 8.47 15.50 2 -7.32 -8.35 2 0.750 5.00 9.00 0.500 3 6.44 16.63 2'-7.32 -8.35 *•2 A 4 7.32 -8.35 5 -8.47 15.50 2 0.750 5.00 9.00 0.500 3 -6.44 16.63 4 7..32 -8.35 ------------------------------------------------------------------------------ *2 Frame Lines : 2 3 Load Load Id Combination 1 DL+CO+LL+WR2/2 2 DL+WL1 3 DL+CO+LL 4 DL+WR1 5. DL+CO+LL+WL2/2 6 DL+CO 7 DL+WLI+WS 8 DL+WRI+WS 9 DL+WP 10 DL+LL/2+WR2+WS 11 . DL+LL/2+WL2+WS 11/ 4 9/01 DesCalc. out. Page 7 BRACING/PANEL SHEAR REACTIONS: Rigid Frame Column Reactions ------------=--------------- F.rame Col ---Dead--- -------Bracing(k )-------- Panel ---Wall-- -Wind Col ----Wind---- --Seismic--- Shear Loc Line Horiz ----- Id Horz -Vert Horz Vert (lb/ft) ---- ---- 1 ----- D Horiz ----- ----- ----- 3.12 3.06 0.49 ----- ------- 0.48 Vert C F 3.12 3.06 0.49 0.48 A 3 ,4 4.03 1.92 2.82 1.34 ----- 3.61 ----- -7.88 ----- -9.97 *2 ----------------------------=------------------------------------------------- A 4 A 0.00 3.12 3.76 0.49 0.59 • B 11.39 3.12 .3.76 0.49 0.59 F 4 ,3-. 4.03 1.92 2.82 1.34 W26278 -Wind R2-- Additional Reactions Report 11/09/01 2:37pm 0.62 Line * ----- Line ------ Horiz ----- Rigid Frame Column Reactions ------------=--------------- F.rame Col ---Dead--- Collateral ---Live--- --Live R-- -Wind Ll-- Line ----- Line ------ Horiz ----- Vert ----- Horiz ----- Vert ----- Horiz Vert Horiz Vert Horiz Vert •*2 F 0.56 1.63 0.00 0.00 ----- 5.88 ----- 15.00 ----- 2.94 ----- 3.61 ----- -7.88 ----- -9.97 *2 ----------------------------=------------------------------------------------- A -0.56 1.63 0.00 .0.00 -5.88 15.00 -2.94 11.39 -0.79 -5.85 Frame Col -Wind _R1-- -Wind L2 -- -Wind R2-- Seismic Seismic_R- 0.62 Line * ----- Line ------ Horiz ----- Vert ----- Horiz Vert Horiz Vert Horiz _L- Vert Horiz Vert *2 F 0.79 -5.85 ---=- -6.59 ----- -1.71 ----- 4.06 ----- -2.25 ----- -0.49 ----- -0.33 ----- 0.49 ----- 0.33 *2 ------------------------------------------------------------------------------ A 7.88 -9.97 -4.06 -2.25 6.59 -1.71 -0...49 0.33 0.49 -0.33 *2 Frame Lines : 2 3 Endwall Column Reactions ------------------------- -Out Frame Col Dead Collat Live -Brc.Wind_L- -Brc_Wind R- _Of_Plane- Wind_P Wind S Line ----- Line ---- Vert ----- Vert Vert Horz Vert Horz Vert Horz Horz 1 F 0.23 ----- 0.00 ----- 2.03 ----- 0.00 ----- 0.46 ----- 0.00. ----- -0.99 ------ 0..00 ------ 0.00 1 D 0.62 0.00, 5.57 3.12 -2.22 e 0.00. 0.75 -1.72 1.72 1 C 0.62 0.00 5.57 0.00 0.75 3.12 -2.22 -1.72 .1.72 1 A", 0.23 0.00 2..03 0.00 -0.99 0.00 0.46 0.00 0.00 4 A 0.21 0.00 -1.71 3.-12 -3.35 0.00 3.01 0.00 0.00 11/9/01 DesCalc.out Page 8 4 E 0.68 0.00 '5.89 0.00 -2.26 0.00 0.73 -1.77 1.77 4 ---------------------------------------------------------------------------- F 0.21 0.00 1.71 0.00 -0.92 0.00 0.44 0.00 '0.00 Endwall ------------------------- Column Reactions Frame Col -Raf_ Wind -Raf_ Wind --Seismic-L- --Seismic_R- Line ----- Line ---- Horz ----- _L- Vert Horz _R- Vert Horz Vert Horz Vert �1 F 0.00 ----- -1.26 ----- 0.00 ----- -0.97 ----- 0.00 ----- 0.02 ----- 0.00 ------ 0.00 1 D 0.00 -3.21 0.00 -2.58 0.00 -0.50 0.00 0.49 1 C 0.00 -2.58 0.00 -3.21 .0.00 0.49 0.00 -0.50 1 A 0.00 -0.97 0.00 -1.26 0.00 0.00 0.00 0.02 4 A 0.00 -1.06 0.00 -0.83 0.00 -0.59 0.00 0.67 4 B 0.00 -3.39 0.00 -2.75 0.00 0.58 0.00 -0.67 4 E 0.00 -2.76 0.00 -3.36 0.00 0.03 0.00 -0.03 4 ---------------------------------------------------------------------------- F 0.00 -0.82 0.00 -1.09 0.00 -0.02 0.00 0.02 Ed • in n n n 1 .2 /1 OI .Z/I OI .E -,Ii .0-,9I .E -,II N N !n o 10 -.1U v l�4 l JJ n m co d dJ i N 1 NI X (((��� � � m I X N (^ oQ Qo u i w 0 in N 0 I 0 I In N w In - I o 0 o -IQ QH � I p' , N jcu j N LQ—I r �II � OL 010 OL^ 010 .J .J u!Do.AH-X N N U7 in 0 .Z/i Oi .Z/i OT .E-,ZI .0 -,VT .E-,dI Q � D 9 ,j m 4 0 I 4 vs <a}ouaas� hand anis-3 .0 -,OZ ,0-102 N I 0 I N W z � I W d b W � � T z � F � I d Q ElfcH L� LL - 0 Ln a i o Y N 0 ' D W � � 9 N I N I W � a T a T I- N I N I , N I N I �7 CC I O_ T Q T v � I i I 2 � I i t W W vs <a}ouaas� hand anis-3 .0 -,OZ ,0-102 r, 0 I N z � N I W L z G Q ElfcH L� LL - 0 a i o Y N 0 N W r, a WA27Z Fmr..iNFFRING REFERENCE MANUAL Section: ENDWALLS Issued. Subject: DESIGN METHODS 8196 DL+LL Section BACK TO BACK ;__1 G SECTIONS Positive Moment Region C 3.1 C 3.1-1 Allowable Values n PA Eg3.43 PA Eq 3.45 Maxo 6 5.08 kips 5.40 kip 9.33 Kft 4 7.89 kips 8.28 kip 1273 Kft Procedure1 C 3.1.2 (b) L = Purlin Spacing I, = 2 ' Ix of Single C Iy=2Iy+2Ni2 lyc =1)2 DL + LL Negative Moment Region Same procedure as above Lu = Distance from the Support to the Inflection Point Allowable shear Section C 3.2 Web Crippling Strength of JE @ a) Top of Corner Column Eq. C 3.4-3 b) Top of Interior Column Eq. C 3.4-5 Combined Bending and Web Crippling Section C 3.5 Eq. C 3.5-2 7 ' A Seven Gauge Clip is added if Eq. C 3.5-2, is not satisfied. rC-1G5 DL + WL: Same procedure as above, with appropriate ugsupported length for bending strength calculations. No combined Bending and Web Crippling check. is done for Wind Loading. 4.4 ENGINEERING REFERENCE MANUAL Section: PURLINS GIRTS AND PANELS Issued: Subject. ALLOWABLE INTERIOR REACTIONS (for web tripping) 8/9611197 ALLOWABLE INTERIOR REACTIONS (KIPS) P. - Sections C 3.4 Eq. C 3.44 AISI M„ - Section C 3.1 M.= 1.67 x M, P,= 1.85 x P. Pudin six* Peadng Width (Frame Rafter Range Width) P. 5.75 3.35 6.5Z16 1.90 2.11 2.53 2.95 7.85 5.18 6.5214 2.85 3.13 3.70 4.26 8.63 3.13 9Z16 1.78 1.97 2.36 2.76 10.64 4.01 9Z15. 2.22 2.45 2.92 3.38 12.32 4.91 9Z14 2.70 2.97 3.51 4.04 15.40 7.17 9Z13 3.86 4.13 4.81 5.49 11/9/01 c:1MBS JOBS\W26278\FramSum.out Page 1 WEDGCOR INC. FRAMING SUMMARY FOR RMS BUILDERS` GEORGE BROWNRIDGE DURHAM, CA W26278 BUILDING DATA Width (ft) = 40.0 Length (ft) = 75.0 Eave Height (ft) = 14.0/ 14.0 Roof Slope (rise/12) = 2.00/ 2.00 Dead Load (psf ) = 2.20 Live Load (psf ) = 20.00 Collat. Load (psf ) = '0.00 Snow Load (psf ) = 30.00 Wind Speed(mph ) _ 85.0 ' Wind Code = UBC 97 Closed/Open = C Exposure = C Importance -Wind = 1.00 Importance - Seismic = 1.00 Seismic Coeff = 0..36 Designer = PWB FramSum.out Pa ge 2 11/9/01 FramSum.out Page 3 W26278 FRAMING SUMMARY:.Roof 11/09/01 3:41pm PURLIN LAYOUT: Surface Purlin Surf 2 Stub RF Total Peak Set Space- . Id ------- Type ------ Left ----- _Ext Right _Purlin Left Right Rows Space Space Row 2 ZB 0.00 ----- 0.00 ----- Y ----- N ----- 4 ----- ----- 0.833 3 ZB 0.00 0.00 Y N 4 0.833 PURLIN & EAVE STRUT SIZE: Surface Bay Purlin Id Id Size ------- --- -------- 2 1 9214 2 9214 3 9214 3 1 9214 2 9Z14 3 9Z14 ROOF BRACING: Bay Brace Id Type 3 Cable -Purlin_Lap- Left Right 1.88 1.88 1.88 1.88 1.88 1.88 1.88 1.88 IS_Flg Eave Strap Strut 1 8C16L 1 8C16L 1 8C16L 1 8C16L 1 8C16L 1 8C16L Attachment_ Location (Distance measured from back sidewall) 0.0 13 0 27.0 40.0 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 ------ oltSize------ Plate Plate No Type Diam Washer ----- -- 2 2'A307 ----- A307 ------------ ---- 0.500 ------ 0 N 2 A307 0.500 0 N 2 A307 0.500 0 2 A307 0.500 0 0 A307 0.500 .- 0 N 0 A307 0.500 0 N 0 A307 0.500 0 0 A307 0.500 0 W26278 FRAMING SUMMARY: Left Endwall 11/09/01 3:41pm 11/9/01 FramSum.out Page 4 RAFTERS/SPLICE PLATES: Surf Rafters I Splice_Plat.e.s I Bolts Id ---- Id Len+/- -- ------ Size -------- I Type ------ Width Thick I Type ----- Diam Space Gage Row 2 1 20.3 8D14 12.0000 ----- ---- ----- ----- ---- --- 3 2 20.3 8D14 Moment 6.0 0.375 A325 0.500 3.00 3.00 4 COLUMNS: Column Column Column Column --Base_Bolts-----Top_Bolts-- Id ------ Offset ------ Len+/- ------ Size -------- No Type Diam No Type Diam 1 0.0 12.7 8C16 -- ----- ----- -- 2 A325 0.500 2 ----- A325 ----- 0.500 2 13.0 14.7 9C14 2 A325 0.500 2 A325 0.500 3 27.0 14.7 9C14 2 A325 0.500 2 A325 0.500 4 39.3 12.7 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 2 --- 1 ---- 2 -------- 7.3333 -------- 12.0000 2 2 7.3333 12.0000 3 2 7.3333 12.0000 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id " Id Girt 1 2 --- 1 ---- 2 -------- 6.5216 -------- 6.5216 " 2 2 6.5Z16 6.SZ16 3 2 6.5Z16 6.5Z16 GIRT INSIDE FLANGE STRAP: Max_Strap_Space= 13.0000 0 Rows_ Of Straps_ At Bay 1 2 3 11/9/01 FramSum. out Page 5 0 1 0 + WALL BRACING: Bay Brace Brace Brace Id Height. Type Diam 2 14.23 Cable 0.313 W�6278 FRAMING SUMMARY: Right Endwall 11/09/01 3:41pm RAFTERS/SPLICE PLATES: Surf Rafters Splice Plates I Bolts Id Id Len+/- Size Type Width Thick I Type Diam Space Gage Row ---- -- -------------- ------ =---- ----- ---- ----- ----- ---- --- 2 1 20.3 W08532 3 2 20.3 W08532 Moment 5.0 0.375 A325 0.500 3.00 3.00 4 COLUMNS: Column Column Column Column I --Base_Bolts-- ---Top_Bolts--* Id Offset Len+/- Size I No Type Diam No Type- Diam .1 0.0 12.7 8C16 0 2 A325 0.500 2 12.0*, 14.6 9C13 0 2 A325 0.500 3 28.0 14.6 9C14 0 2 A325- 0.500 4 40.0 12.7 8C16 0 2 A325 0.500 DOOR JAMBS/HEADERS: ------------- Member -------------- Bay ---------- Opening _Size---------- Left Right _Size Door Door Id Width Height ----------------- Sill Offset Jamb Jamb Header Sill ------ 2 16.0000 12.0000 ------- 0.000 0.0000 -------- -------- -------- -------- 9C16 GIRTS: Girt Girt Type Lap ZF 0.000 0 GIRT LOCATION: Bay No. Girt Location 11/9/01 FramSum.out --- ---- -------- -------- 1 2 7.3333 12.0000 3 2 7.3333 12.0000 GIRT SIZE: (Full Bay Girts) Bay No. Girt Id Id Girt 1 2 _ --- ---- -------- -------- 1 2 6.5216 6.5Z16 3 2 6.5Z16 6.5Z16 GIRT INSIDE FLANGE STRAP: Max—Strap—Space= 13.0000 Rows_ Of Straps_ At Bay 1 2 - 3 0 0 0 Pa ge 6 WALL BRACING: Bay Brace Brace Brace .Id Height Type Diam --- ------ ----- ----- 1 14.06 Cable 0.313 W26278 FRAMING SUMMARY: Front Sidewall 11/09/01 3:41pm DOOR JAMBS/HEADERS: ------------- Member -------------- Bay ---------- Opening_Size---------- _Size Left Right Door Door Id --- Width Height Sill Offset -------------- ------ Jamb Jamb Header Sill • 2 ------- 16.0000 12.0000 0.000 4.5000 ----------------- 9C16 9C16 ---------------- 9C16 GIRTS: Girt Girt Type Lap Z 0.875 GIRT LOCATION: 11/9/01 FramSum. out Page 7 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 9Z14 3 1 9Z14 GIRT SIZE: (Partial Bay Girts) Bay Girt Girt Id Id Id _ .1 --- ---- -------- 2 L -J 9Z16 J -R 9Z16 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 3 14.00 Cable 0.313 W26278 FRAMING SUMMARY: Back Sidewall 11/09/01 3:41pm GIRTS: Girt Girt Type Lap ZB 0.875 0 11/9/01 FramSum.out 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 9Z15 2 1 9Z16 3 1 9215 . 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 --- ------ ----- ----- 1 14.00 Cable 0.313 Pa ge 8 11/9/01 c:\MBS JOBS\W262781RoofDes.out Page 1 *W26278 Roof Design Input 11/ 9/01 2:37pm *---------------------- * < PROGRAM OPERATION > *---------------------- * *'�l) JOBID: (Max: 60 char) 'W26278' *j2) PROGRAM OPTIONS: * Run Run Run Design Steel Code ---Build— 'Seismic * Purlin Panel Brace Code Cold Hot Code Year Zone. ' Y ' ' Y ' . ' Y ' ' W S ' ' 9 6 ' '891 •' U B C ' ' 9 7 ' 13 ' *(3)DESIGN CONSTANTS: *------- -Steel_Yield -------- ------ Stress _Ratio ------ Lap * Purlin Panel R_Col W Col Purlin Panel Wind Frame Stiff 55.0 80.0 36.0 50.0 1.03 1.03 1.03 .50 *(4)DEFLECTION LIMITS: * ------Purlin------ ----Extension----- ---Panel--- Wind * Live Wind Total Live Wind Total Live Wind Frame 180.0 120.0 .0 180.0 120.0 .0 180.0 120.0 60.0 (5) REPORTS: * Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace I I t R V Q T V l IV B V V 1 IV *(6)BUILDING TYPE: 1 1 1 * 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 > --------------------- *(7)BUILDING SHAPE: *• No. X_Coord Y_Coord * Surf (ft) (ft) 4 0.0000 14.0000 ` 20.0000 17.3333 40.0000 14.0000 40.0000 0.0000 *(8)WALL BAY SPACING: (Max: 40 bays) * Wall Sets Of Bay No. * 'Id Bays Width Bays 1 3 13.0000 1 14.0000 1 RoofDes.out 2 1 25.0000 3 3 3 12.0000 1 16.0000 1 12.0000 1 4 1 25.0000 3 5 1 25.0000 3 *(9)FRAMED OPENINGS :. *Wall No. Bay Open Open Open Open * Id Opens Id Width Height Offset Type 1 0 2 1 2 16.0000 12.0000 4.5000 2 3 1 2 16.0000 12.0000 0.0000 1 4 0 *(10)PARTIAL WALLS: * Wall Set --Bay_Id-- Wall 'Base Full _Of * Id Bays Start End Height Type Load Use 1 0 2 0 3 0 4 0 *(11)SURFACE EXTENSION/FRAME RECESS: * Surf --- Surf Frame ---- Rafter ----- * .Id Left. -Ext--- _Recess Right Left Right Left -Size Right 2 0.0000 0.0000 0.3333 0.3333 18D14 1 . 'W08532 ' 3 0.0000 0.0000 0.3333 0.3333 18D14 I'W08532 ' *-------=----------- * < FRAMING DESIGN > ------------------ ------------------- *(12)PURLINS: *(12)PURLINS: * Surf Purlin OS_Flg IS_Flg Set Set Max_Unbr * Id Type Brace Brace Depth Ext -Lap Int Length 2 'ZB' 'Y' 'Y' 0.000 0.0000 0.0000 19.0000 • 3 'ZB' 'Y' 'Y' 0.000 0.0000 0.0000 19.0000 *(13)PURLIN SPACING: . *'Surf Peak Max Set Set _Of -Set_Space- * Id Space Space Space Space Space No. 2 0.8333. 5.0000 0.0000 0 3 0.8333 5.0000 0..0000 0 *(14)PURLIN SIZE: * Surf Set No. * Id Purl Purl Purlin_Size 2'N' 0 3 IN' 0 Pa ge 2 11/9/01 RoofDes.out Page 3 *(15)PANELS & EAVE STRUT: * Panel Standing Eave * Size Seam Type 126 HR ' 'N' 'EO' *(16)WIND FRAMING SELECTION: ---Gutter--- Girt_Depth F_SW B_SW F_SW B_SW 'Y' 'Y' 9.000 9.000 * *(17)ROOF DIAGONAL BRACING: *� Max _Pan. Brace Each. User—Selected—Roof—Bays * Shear Type EW No. Bay_Id 0.0 'CR' 'L' 1 3 0 *(18)SIDEWALL DIAGONAL BRACING: * Wall ------------- Order Selection ------- ---- * Wall Panel _Of_ Diagonal Wind Wind Weak—Axis * Id Shear Bracing Bent Column Bending 2 IN' IV B I N' ON' IN' 4 INV' IV INI IN' iN1 *(17)ROOF DIAGONAL BRACING: *� Max _Pan. Brace Each. User—Selected—Roof—Bays * Shear Type EW No. Bay_Id 0.0 'CR' 'L' 1 3 0 *(18)SIDEWALL DIAGONAL BRACING: * Wall Max _Pan Brace User—Selected—SW—Bays 2 * Id Shear Type No. Bay_Id 2 100.0 'CR' 1 3 4 100.0 'CR' 1 1 * (19) WIND BENTS: *Wall Member Col Raf No Of * Id Type Depth Depth Bays Bay_Id 2 'W' 0.00 0.00 0 4 'W' 0.00 0.00 0` *(20)WIND COLUMNS: 2 1 * Wall --Member-- No Of Left/ * Id Type Depth Col Bay_Id Right 2 'W' 0.00 0 14.0000 4 'W' 0.00 0 *(21)WALL BRACING ATTACHMENT *Wall No_Of Attach --Bay_Id-- -No * Id Attach Id Start End _Of Level Level_Height 2 1 1 1 3 1 14.0000 4 1 2 1 3 1 14.0000 *(22)EAVE EXTENSIONS SIZE: * *Wall No_Of Ext--Bay_Id-- ---Extension Size--- Edge_Extend *Id Extend Id Start End Height Width Slope Left Right 1 0 2 0 Eave Type *(23)EAVE EXTENSIONS PURLINS: * 0 *Ext Purlin OS Flg IS Flg Set Set Lap Max UnBr Peak Max Set *Id Type Brace Brace Depth Ext. Int Length Space Space Space 11/9/01 RoofDes.out Page 4 *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 *(25)CANOPY PURLINS: * *Ext Purlin OS_Flg IS_Flg Set *Id Type Brace Brace Depth *(26)CANOPY PANELS: * *Ext Panel Standing *Id Size Seam *(27)FACIA LAYOUT: * *Wall No_Of Ext--Bay_Id-- *Id Extend Id Type Start End 1 0 2 0 3 0 4 0 * (,28) FACIA SIZE: * *Ext ----Extension_ Size ----- *1d Height Width Slope * (2 9) FACIA PURLINS: * Set_Lap Max_UnBr Peak Max Set Ext Int Length Space Space Space Edge_Extend Eave Use Left Right Mount Type Gutter ---------Facia--------- Arm Back Facia Elev Height Slope. Slope Slope Project *Ext Purlin OS_Flg IS_Flg Set Set_Lap Max_UnBr Peak Max Set *Id Type Brace Brace Depth Ext Int Length Space Space Space *(30)FACIA PANELS: * *Ext --- Roof -Panel ------Soffit_Panel--- -Front Panel-- ---- Back- Panel ----- *Id Size SSeam Size Rot Space Size SSeam Size Rot Space *(31)EXTENSION BRACING: *Ext Max Pan Brace User_Selected.Bays *Id Shear Type No. Bay Id *(32)BASE ELEVATION: * Sidewalls *.Front Back 0.00. 0.00 ----------------- *'< DESIGN LOADS > *----------------- * 11/9/01 RoofDes.out Page 5 *(33)BASIC LOADS: * Dead Collat Live Snow Basic Wind -Load - Load_ Ratio Friction Edge_Strip Seismi * Load Load Load Load Wind Defl Factor Coef Width Ratio Coef 2.2 0.0 20.0 30.0 19.8 1.00 1.00 .00 0.000 .00 .3536 *(34)WIND PRESSURE/SUCTION: (psf ) * * Wind Wind Wind * Press Suct Suct_R 0.0 -19.8 Purlins 0.0 -61.3 .. Gable Extension 0.0 -25.7 .. Panels .15.8 -9.9 -13.8 .. Bracing *(35)EXTENSION BASIC LOADS: * ------ Purlin_ Wind ------ -------Panel Wind -------- *Ext Dead Collat Live AttachBeam Facia Beam AttachBeam Facia Beam *Id Load Load Load Press Suct Press Suct Press Suct Press Suct *(36)PURLIN DESIGN LOADS: * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 2 1 1.00 1.00 1.00 .00 .00 0 .00 2 1.00 .00 .00 .00 1.00 0 .00 3 2 1 1.00 1.00 1.00 .00 .00 0 .00 2 1.00 .00 .00 .00 1.00 0 .00 *(37)PURLIN DESIGN LOADS: Deflection * * Surf No Des Load Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 0 3 0 *(38)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 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 1.00 1.00 .00 0 .00 3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1.00 0 .00 • 3 4 1 1.00 .00 .00 1.00 1.00 .00 0 .00 2 1.00 .00 .50 1.00 1.00 .00 0 .00 3 1.00 1.00 1.00 .50 .50 .00 0 .00 4 1.00 1.00 .00 .00 .00 1.00 0 .00 *(39)EXTENSION DESIGN LOADS: * * No Des Load Live/ Wind. Wind Aux Load * Loads Id Dead Collat Snow Press Suct Id Coef 0 *(40)EXTENSION DESIGN LOADS: Deflection * 11/9/01 RoofDes.out * Loads Id Dead Collat Snow Press Suct Id Coef 0 *(41)AUXILIARY LOADS: * No. Aux Aux * Aux Id Name 0 No. Add Add Load Combs Id Coef' *(42)ADDITIONAL LOADS: (F-lb/ft, W-psf, Dx-ft) Pa ge 6 * No. Add Surf Basic Load I Fy Dx - Concentrated *"Add Id Id Load Type W1 W2 Dxl Dx2 - Distributed 0 4 9Z14 24.67 5 9Z14 *(43)PURLIN LAPS: 25.00 1.88 1.88 4.86 *Surf 1 Data ------Set 1------- ------Set 2------- ---=--Set 3------- * Id Opt Sets Left Right.Quan Left Right Quan Left Right Quan 2 '-' 0 3 '-' 0 *(44)PURLIN LAPS: Extensions * *Ext Data ------Set 1------- ------Set 2------- ------Set-3 ------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(45)PURLIN STRAPS: * Data --- Set _1--- --- Set _2--- --- Set _3--- --- Set _4--- * Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan 0 *(46)PURLIN STRAPS: Extensions - *Ext Data --- Set _1--- --- Set _2--- --- Set_3--- ---Set_4--- * Id Opt Sets Sttap Quan Strap Quan Strap Quan Strap Quan ------------------ W26278 ------------------ PURLIN LAYOUT: Bay Span Purlin Id Id Size --- ---- 1 -------- 9214 1 2 9Z14 '2 3 9Z14 3 4 9Z14 24.67 5 9Z14 Purlin Design Report 11/ 9/01 2:37pm ----------------------------- ROOF PURLIN DESIGN RUN # 1, SURFACE # 2 ----------------------------- Span Lap_Dist(ft) Weight No. No. (ft) ----- Left Right Space Row Brace 0.33 ----- ----- ----- 4.86 --- 4 ----- 0 24.67 1.8.8 4.86% 4 1 25.00 1.88 1.88 4.86 4 1 24.67 1.88 4.86 , 1 .0.33 4.861 4 0 Unit Total Weight Weight 1.3 5.2 104.0 416.1 112.7 450.7 104.0 416.1 1.3 5.2 RoofDes. out Page 7 Total (lb)= 1293.2 Purlin DL= 0.89 (psf ) LOAD COMBINATION # 1: DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: STRENGTH/DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k )-------- BOLT Span Left Left Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.00 Sup ----- 0.00 -0.05 2 1.50 ----- 4.25 -1.97 -2.26 3 1.91 1.62 -1.62 -1.91 4 2.2.6 1.97 12.50. -1.50 5 0.05 5.42 -7.37 0.00 STRENGTH/DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k )------ BOLT -----MOMENT(f-k )---- Left Left Mid -Span Loc --- Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 1 0.00 0.00 ----- 4.25 0.01 0.01 ------ 0.01 -7.37 9.84 5.42 9.39 9.39 6.08 -2.52 12.50. 6.08 9.39 9.39 5.42 -7.37 14.83 0.75 0.01 0.01 1.62 0.00 0.33 LL 0.00 Span ------SHEAR(k )------ BOLT -----MOMENT(f-k )---- SHEAR(k ) Mom+Shr Id ---- Loc --- Calc ------ Allow UC Loc Calc Allow UC Loc UC 1 RS -0.05 ----- 4.25 ---- 0.01 --- RS ------ 0.01 ----- 7.43 ---- 0.00" --- RS ---- 0.00 2 RL -1.97 4.25 0.46 MS 7.37 7.43 0.99 RL 0.75 3 LL 1.62 4.25 0.38 LL 6.08 7.43 0.82 LL 0.82 4 LL' 1.97 4.25 0.46 MS 7.37 7.43 0.99 LL" 0.75 5 LS 0.05 4.25 0.01 LS 0.01 7.43 0.00 LS 0.00 LAP BOLT SHEAR: WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.57 0.57 0.57 0.57 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.38 1.26 1.16 1.07 Right 1..38 1.26 1.16 1.07 Regd_Flg_Width For UC= 1:03 -------------- 6.6 e 6.6 DEFLECTION(in) Calc Allow 0.07 -1.47 1.64 -0.16 .1.67 -1.47 1.64 0.07 LAP BOLT Span SHEAR(k ) Id Left Right 2 1.25 3 1.25 1.25 • 4 1.25 WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.57 0.57 0.57 0.57 WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.38 1.26 1.16 1.07 Right 1..38 1.26 1.16 1.07 Regd_Flg_Width For UC= 1:03 -------------- 6.6 e 6.6 DEFLECTION(in) Calc Allow 0.07 -1.47 1.64 -0.16 .1.67 -1.47 1.64 0.07 11/9/01 RoofDes.out Page 8 PURLIN ANALYSIS: STRENGTH/DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k )-------- Left Span Left Left Right Right Id Sup Lap Lap Sup. 1 0.00 UC 4.14 0.03 2 -0.84 1.42 1.11 1.27 . 3 -1.07 -0.91 0.91 1.07 4 -1.27 -1.11 1.11 0.84 5 -0.03 4.14 6.93 0.00 STRENGTH/DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k )------ Left Left Mid -Span Sup Lap Mom Loc 0.00 UC 0.00 0.00 0.00 UC 4.14 9.84 -5.28 -3.42 1.42 12.50 -5.28 -3.05 4.14 14.83 0.00 RS 0.00 033 Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC 1 RS 0.03 5.67 0.01 RS 0.00 9.90 0.00 RS 0.00 2 RL 1.11 5.67 0.20 MS 4.14 6.93 0.60 RL 0.13 3 LL -0.91 5.67 0.16 LL 3.42 9.90 0.35 LL 0.15 4 LL -1.11 5.67 0.20 MS 4.14 6.93 0.60 LL 0.13 5 LS -0.03 5.67 0.01 LS 0.00 9.90 0.00 LS 0.00 LAP BOLT SHEAR: Right Right Lap Sup 0.00 -3.05 -5.28 -3.42 -5.28 0.00 0.00 DEFLECTION(in) Calc Allow -0.05 1.00 2.47 0.11 2.50 1.00 2.47 -0.05 LAP BOLT SHEAR RATIO Span -SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right ---- ---- ----- ---- ----- 2 0.70 0.24 3 0.70 0.70 0.24 0.24 4 0.70 0.24 W26278 Purlin Design Report 11/ 9/01 2:37pm ----------------------------- ROOF PURLIN DESIGN RUN # 2, SURFACE # 3 ----------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap_Dist(ft) No. No. Unit Total Id Id Size (ft) Left' Right Space Row Brace Weight Weight 11/9/01 RoofDes.out Page 9 1 2 9Z14 24.67 2 3 _ 9Z14 25.00 3 4 9Z14 24.67 5 9214 0.33 1.88 4.86 4. 1 104.0 416.1 1.88 1.88 4.86- 4 1 112.7 450.7 1.88 4.86 4 1 104.0 416.1 4.86 4 0 1.3 5.2 Total(lb)= 1293.2 Purlin DL= 0.89 (psf ) LOAD COMBINATION # 1 :. DL+CO+LL -------------------------------------------------- 4 PURLIN ANALYSIS: STRENGTH/DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k )-------- BOLT Span Left Left Right Right` Id ---- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.00 Sup ----- 0.00 -0.05 2 1.50 4.25 -1.97 -2.26 3 1.91 1.62 -1.62 -1.91 4 2.26 1.97 12.50 -1.50 5 0.05 5.42 -7.37 0.00 STRENGTH/DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k )------ BOLT -----MOMENT(f-k )---- Left Left Mid -Span Loc --- Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap* ----- Sup ----- 0.00 1 0.00 0.00 4.25 0.01 0.01 ------ 0.01 -7.37 9.84 5.42 9.39 9.39 6.08 -2.52 12.50 6.08 9.39 9.39 5.42 -7.37 14.83 0.75 0.01 0.01 1.62 0.00 0.33 LL 0.00 Span ------SHEAR(k )------ BOLT -----MOMENT(f-k )---- SHEAR(k ) Mom+Shr Id ---- Loc --- Calc ------ Allow ----- UC Loc Calc Allow UC Loc - UC 1 RS -0.05 4.25 ---- 0.01 --- RS ------ 0.01 --=-- 7.43 ---- 0.00 --- RS ---- 0.00 2 RL -1..97 4.25 0.46 MS 7.37 7.43 0.99 RL 0.75 3 LL 1.62 4.25 0.38 LL 6.08 7.43 0.82 LL 0.82 4 LL 1.97 4.25 0.46 MS 7.37 7.43 0.99 LL 0.75 5 LS 0.05 4.25 0.01 LS 0.01 7.43 0.00 LS 0.00 LAP BOLT SHEAR: WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.57 0.57 0.57 0.57 WEB CRIPPLING RATIO Bearing Width (in) Regd_Flg_Width End 3 4 5 .6 For UC= 1.03 DEFLECTION(in) Calc Allow 0.07 -1.47 1.64 -0.16 1.67 -1.47 1.64 0.07 LAP BOLT •Span SHEAR(k ) Id Left Right ' 2 1.25 3 1.25 1.25 4 1.25 WEB CRIPPLING: SHEAR RATIO ( 0.5in A307 ) Left Right 0.57 0.57 0.57 0.57 WEB CRIPPLING RATIO Bearing Width (in) Regd_Flg_Width End 3 4 5 .6 For UC= 1.03 DEFLECTION(in) Calc Allow 0.07 -1.47 1.64 -0.16 1.67 -1.47 1.64 0.07 11/9/01 RoofDes.out Left 1.381.26 1.16 1.07 6.6 Right 1.38 1.26 1.16 1.07 6.6 LOAD COMBINATION # 2 : DL+WS -------------------------------------------------- PURLIN ANALYSIS: STRENGTH/DEFLECTION: -------MOMENT(f-k )------- --------SHEAR(k )-------- Left Span Left Left Right Right Id ---- Sup ----- Lap ----- Lap ----- Sup ----- 1 0.00 4.14 - 0.03 2 -0.84 12.50 1.11 1.27 3 -1.07 -0.91 0.91 1.07 4 -1.27 -1.11 -0.05 0.84 5 -0.03 1.11 5.67 0.00 STRENGTH/DEFLECTION: -------MOMENT(f-k )------- ------SHEAR(k Left Left Mid -Span ( 0.5in A307 ) Sup Lap Mom Loc 0.00 Allow 0.00 0.00 0.00 Allow 4.14 9.84 -5.28 -3.42 1.42 12.50 -5.28 -3.05 4.14 14.83 0.00 0.00 0.00 0.33 Right Lap -3.05 -3.42 Page 10 Right Sup 0.00 -5.28 -5.28 0.00 0.00 Span ------SHEAR(k )------ Span -----MOMENT(f-k )---- ( 0.5in A307 ) Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0.03 5.67 0.01 RS 0.00 9.90 0.00 RS 0.00 -0.05 2 RL 1.11 5.67 0.20 MS 4.14 6.93 0.60 RL 0.13 1.00 2.47 .3 LL -0.91 5.67 0.16 LL 3.42 9.90 0.35 LL 0.15 0.11 2.50 4 LL -1.11 5.67 0.20 MS 4.14 6.93 0.60 LL 0.13 1.00 2.47 5 LS -0.03 5.67 0.01 LS 0.00 9.90 0.00 LS 0.00 -0.05 LAP BOLT SHEAR: ROOF PANEL DATA: Panel: Type = HR Gage = 26.00 ; Yield = %80.0 MOMENTS & DEFLECTIONS: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right 2 0.70 0.24 3 0.70 0.70 0.24 0.24 4 0.70 0.24 W26278 Roof Panel Report 11/ 9/01 2:37pm ROOF PANEL DATA: Panel: Type = HR Gage = 26.00 ; Yield = %80.0 MOMENTS & DEFLECTIONS: 11/9/01 RoofDes.out Page 11 Surf Purlin Load ------ Diag_Brace----- Support Midspan ) -- Deflect(in) -- Id ---- Space ------ Id ----- Calc ----- Allow Ratio ----------- Calc Allow Ratio Calc Allow Ratio 2 4.861 D+C+L 79.3 208.3 ----- ----- 0.38 -57.0 140.0 ----- 0.41 ----- ----- -0.15 0.324 ----- 0.46 4 14.00 C 0.313 D+C+WP 5.5 277.7 0.02 -3_._9 186.6 0.02' 0.00 0.486 0.00 D+WS -59.5 186.6 0.32 42.8 277.7 0.15 0.13 0.486 0.27 3 4.861 D+C+L 79.3 208.3 0.38 -57.0 140.0 0.41 -0.15 0.324 0.46 D+C+WP 5.5 277.7 0.02 -3.9 186.6 0.02 0.00 0.486 0.00 D+WS -59.5 186.6 0.32 42.8 277.7 0.15 0.13 0.486 0.27 W26278 11/ 9/01 Roof Diagonal Bracing Report ---------------- 2:37pm Panel Shear (Allow) = 0.0 Panel Shear (Calc ) = 37.5 Bay Brace -Loc. ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) Id ---------- Start End ------- Type ---- Size ------ Part Wind Seismic Calc Allow 3 0.00 13.00 C 0.313 -------- ----- CB0313 3.18 ------- 1.87 ------ 3.18 ------ 5.60 13.00 27.00 C 0.313 CB0313 0.00 0.00 0.00 5.60 27.00 40.00 C 0.313 CB0313 3.18 1.87 3.18 5.60 W26278 ------------------------------------ Sidewall Diagonal Bracing Report 11/ 9/01 2:37pm PANEL SHEAR: Wall Id Calc Allow 2 68.2 100.0 4 53.7 100.0 DIAGONAL BRACING: Wall Bay Level ------ Diag_Brace----- Diag_Force(k ) Brace_Tension(k ) Id ---- Id --- Height ------ Type Size ---- ------ Part Wind Seismic Calc Allow 2 3 14.00 C 0.313 -------- CB0313 -----= 4.46 ------- 3.12 ------ ------ 4.46 5.60 4 1 4 14.00 C 0.313 CB0313 4.46 3.12 4.46 5.60 0 BASE REACTIONS: Wall Bay Col Wind -Max Seismic=Max 11/9/01 RoofDes.out Page 12 ---- 2 --- 3 --- 3 ----- -4.03 --------- 1.92 ----- -2.82 --------- 1.34 2 3 4 4.03 1.92 2.82 1.34 4 1 1 -4.03 1.92 -2.82 1.34 4 1 2 4.03 1.92 2.82 1.34 W26278 4 2. Braced Purlin Report 1 11/ 9/01 2:37pm Surf Span Brace Purlin Load Id Id Loc. Size Id 2 2 13.0 9214 1 12.45 0.04 1.73 12.45 2 1.73 12.45 0.14 0.86 3 0.07 1.11 12.45 0.09 4 2. 3 13.0 9Z14 1 0.86 12.45 0.07 1.66 2 0.13 3 4 2 4 13.0 < 9214 1 2 3 4 Surf Span Brace Purlin Load Id =--- Id Loc. Size Id 3 ---- 2 ----- 27.0 -------- 9214 ---- 1 2 3 4 3 3 27.0 9214 1 2 3 4 3 4 27.0 9214 1 2 3 4 ----Axial(k )---- Calc Allow UC 1.73 12.45 0.14 1.73 12.45 0.14 0.86 12.45 0.07 0.55 12.45 0.04 1.73 12.45 0.14 1.73 12.45 0.14 0.86 12.45 0.07 1.11 12.45 0.09 1.73 12.45 0.14 1.73 12.45 0.14 0.86 12.45 0.07 1.66 12.45 0.13 ----Axial(k )---- ) -- Calc Allow UC ----- 1.73 ----- 12.45 ---- 0.14 1.73 12.45 0.14 0.86 12.45 0.07 0.55 12.45 0.04 1.73 12.45 0.14 1.73 12.45 0.14 0.86 12.45 0.07 1.11 12.45 0.09 1.73 12.45 0.14 1.73 12.45 0.14 0.86 12.45 0.07 1.66 12.45 0.13 --Moment(f-k )-- Calc Allow -UC 2.73 6.93 0.39 0.70 9.90 0.07 5.75 9.90 0.58 0.51 9.90 0.05 2.26 9.90 0.23 0.58 7.73 0.07 4.74 9.90 0.48 0.42 7.73 0.05 2.73 6.93 0.39 0.70 9.90 0.07 5.75 9.90 0.58 0.51 9.90 0.05 --Moment ( f -k ) -- Calc Allow UC ----- 2.73 ----- 6.93 ---- 0.39 0.70 9.90 0.07 5.75 9.90 0.58 0.51 9.90 0.05 2.26 9.90 0.23 0.58 7.73 0.07 4.74 9.90 0.48 0.42 7.73 0.05 2.73 6.93 0.39 0.70 9.90 0.07 5.75 9.90 0.58 0.51 9.90 0.05 Axl+Mom UC 0.49 0.19 0.44 0.08 0.23 0.21 0.49 0.14 0.49 0.19 0.44 0.17 Axl+Mom UC 0.49 0.19 0.44 0.08 0.23 0.21 0.49 0.14 0.49 0.19 0.44 0.17 W26278 Eave Strut Report 11/ 9/01 2:37pm Wall Bay Eave Id Id Size 2 1 8C16L 2 2. 8C16L Axial Calc Wind Seis 0.75 0.39 0.75 0.77 Axial Axial Allow Ratio% 10.49 0.07' 10.49 0.07 11/9/01 RoofDes.out 4 3 8C16L 0.75 0.39 10.49 0.07 4 2 8C16L 0-.75 0.77- 10.49 0.07 4 1 8C16L 3.56. 2.82 10.49 0.34 Page 13 W26278 Strut Bolt Report 11/ 9/01 2:37pm EAVE STRUTS: Wall Frm_Line Id Id Type 2 1 EW 2 2 RF 2 3 RF 2 4 EW 4 1 EW 4 2 RF 4 3 RF 4 4 EW PURLINS: ---- Bolt -Selected ----- No Type Diam Wshr 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 2 A307 0.500 0 ---Bolt_Capacity--- Frm_Line Calc Allow .Ratio ----- 0.75 ----- 5.62 ----- 0.13 0.77 5.62 0.14 3.56 5.62 0.63 3.56 5.62 0.63 0.75 5.62 0.13 0.77 5.62 0.14 3.56 5.62 0.63 3.56 5.62 0.63 Surf Frm_Line Brace ---- Bolt -Selected ---- - Load ---Bolt_Capacity--- Id ---- Id -- Type ---- Loc ----- No -- Type Diam Wshr Id Calc Allow Ratio 2 1 EW 13.00 2 ----- A307 ----- 0.500 ---- 0 ---- 1 ----- 1.73 ----- 5.89 ----- 0.29 2 2 RF 13.00 2 A307 0.500 0 1 1.73 5.89 0.29 2 3 RF 13.00 2 A307 0.500 0 1 2.81 5.89 0.48 2 4 EW 13.00, 2 A307 0.500 0 1 2.81 5.89 0.48 3 1 EW 27.00 2 A307 0.500 0 1 1.73 5.89 0.29 3 2 RF 27.00 2 A307 0.500 0 1 1.73 5.89 0.29 3 3 RF 27.00 2 A307 0.500 0 1 2.81 5.89 0.48 3 4 EW 27.00 2 A307 0.500 0 1 2.81 5.89 0.48 W26278 Roof Design Weight Summary 11/ 9/01 2:37pm Purlins Eave Strut Roof Bracing Wall Bracing Total _ 2586.47 470.43 35.77 23.36 3115.94 11/9/01 RoofDes.out Page 14 W26278 Roof Design Warning Report 11/ 9/01 2:37pm .. No Warnings 11/9/01 c:\MBS JOBS\W26278\SwDes-F.out Page 1 *W26278 Sidewall Design Input File 11/ 9/01 2:37pm * (1) JOBID: 'W26278' * (2) PROGRAM OPTIONS: *' Sidewall Run Run * Id Girt Panel 'F' 'Y' 'Y' *(3)DESIGN CONSTANTS: * ----- Steel Yield ----- C-Sec W -Sec R -Sec Panel 55.0 50.0 36.0 80.0 Lap Design -Steel _Code - Stiff Code Cold Hot .50 'WS' 196' 189' Stress -Ratio --- Deflect _Ratio--- Wind'Load Girt Panel Girt Panel PartW Ratio 1.03 1.03 90. 90. 90. 1.00 *(4) REPORTS : * Input Wall Door Wall * Echo Girt Jamb Panel III IYI IYV IV (5) BUILDING TYPE: * Build L Expand EW R Expand EW * Type Use Offset, Use Offset 'FF' 'N' 0.000 'N' 0.000 (6) BUILDING SHAPE: * -No. X-Coord Y-Coord * Surf (ft) (ft) 4 0.0000 14.0000 20.0000 17.3333 40.0000 14.0000 40.0000 .0.0000 *(7)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets_Of Bay No. * Bays Width Bays 1 25.0000 3 *(8)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base. Set Member *'Open Id Width Height Offset Type Height Elev Depth Select 1 2 16.0000 12.0000 4.5000 42 0.0000 0.000' 0.000 'CU' *(9)PARTIAL WALLS: * Set -Of Base Full--Bay_Id-- Wall * Bays Type Load Start End Height 0 *(10)GIRT DESIGN: 11/9/01 SwDes-F.out Type Brace Depth Lap Space Length 'ZB' 'Y' 0.000 0.0000 7.3333 13.0000 *(11)GIRT LOCATION: * Set No. Girt * Loc Girt Location ' P' 1 7-.3333 *(12)WALL PANELS: * Panel Panel *' Type Gage 'HR 26.00 *(13)BASIC LOADS: * Basic Wind_ Load_ Ratio * Wind Deflect Factor 19.8 1.00 .1.00 *(14)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 17.8 -17.8 .. Girt/Header 23.7 -23.7 .. Panel 17.8 -17.8 .. Jamb Pa ge 2 W26278 Girt Design Report 11/09/01 2:37pm ------------------- GIRT # 1; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt No. Girt Id Size Width Left Right Location Brace Weight 1 9214 25..00 0.88 7.3333 1 101.4 2 9216 4.13 0.88 7.3333 1 16.3 117.7 WIND PRESSURE ---------------- GIRT ANALYSIS: 4 '---------SHEAR(k )----------------------MOMENT(f-k ) --------------- Bay Left Left .Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap , Mom Loc Lap- Sup 11/9/01 SwDes-F.out Page 3 1 1.22 -1.65 -1.75 0.00 -6.25 10.26 2 1.85 1.75 1.37 6.64 5.06 3.07 2.06 STRESS/DEFLECTION: Span ------.SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr Id Loc Calc Allow UC Loc Calc Allow UC Loc UC 1 RL -1.65 5.67 0.29 MS. -6.25 9.90 0.63 RL 0.36 ' 2 LL 1.75 2.75 0.64 LL 5.06 6.98 0.73 LL 0.93 WIND SUCTION : ---------------- GIRT ANALYSIS: STRESS/DEFLECTION: --------------MOMENT(f-k 5.16 6.64 0.00 DEFLECTION(in) "Calc Allow -1.44 3.33 0.19 Left ---------SHEAR(k )-------- Right Right Bay Left Left Right Right Id --- Sup Lap Lap ----- ----- ----- Sup ----- 1 -1.22 1.65 1.75 2 -1.85 -1.75 -1.37 STRESS/DEFLECTION: --------------MOMENT(f-k 5.16 6.64 0.00 DEFLECTION(in) "Calc Allow -1.44 3.33 0.19 Left Left Mid -Span Right Right Sup Lap Mom Loc Lap' Sup 0.00 6.25 10.26 -5.16 -6.64 -6.64 -5.06 -3.07 2.06 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 RL 1.65 5.67 0.29 MS ------ ----- ---- 6.25 6.93 0.90 --- ---- RL 0.36 ------ ----- 1.44 3.33 2 LL -1.75 2.75 0.64 LL -5.06 6.98 0.73 LL 0.93 -0.19 W26278 Girt Design Report 1 11/09/01 2:37pm ------------------- GIRT # 1 ; SPAN # 2 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt No. Girt Id --- Size -------- Width Left Right Location Brace Weight 2 9Z16 ----- 4.13 ---- ------------- 0.88 7.3333 ----- 1 ------ 16.3 3 9Z14 25.00 0.88 7.3333 1 101.4 117.7 11/9/01 SwDes-F.out ' ,Page 4 WTND.PRESSURE.: ---------------- GIRT ANALYSIS: STRESS/DEFLECTION: Span ---------SHEAR(k )-------- -----MOMENT(f-k )---- --------------MOMENT(f-k )-------------- DEFLECTION(in) Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup Lap Lap ----- ----- ----- Sup ----- Sup. ----- Lap Mom Loc ----- ----- ----- Lap Sup ----- ----- " 2 -1.37 -1.75.--1.85 -1.44 3.33 0.00 3.07 2.06 5.06 6.64 3 1.75 1.65 -1.22 6.64 5.16 .-6.25 14.74 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id ---- Loc Calc Allow UC --- ------ ----- ---- Loc Calc Allow UC --- ------ Loc UC Calc Allow 2 RL -1.75 2.75 0.64 ----- ---- RL 5.06 6.98 0.73 --- ---- RL 0.93 ------ ----- 0.19 3 LL 1.65 5.67 0.29 MS -6.25 9.90 0.63 LL 0.36 -1.44 3.33 WIND SUCTION : ---------------- GIRT'ANALYSIS: STRESS/DEFLECTION: 0 Span ---------SHEAR(k )-------- -----MOMENT(f-k )---- --------------MOMENT(f-k )-------------- DEFLECTION(in) -Bay Left Left Right Right Left Left Mid -Span Right Right Id --- Sup Lap Lap ----- ----- ----- Sup ----- Sup ----- Lap Mom Loc ----- ----- ----- Lap Sup ----- 2 1.37 1.75 1.85 0.00 -3.07 2.06 -5.06 -6.64 3 -1.75 --1.65 1.22 -6.64 -5.16 6.25 14.74 0.00 STRESS/DEFLECTION: 0 Span ------SHEAR(k )------ -----MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id ---- Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 2 --- ------ ----- ---- RL 1.75 2.75 0.64 --- ------ ----- ---- RL -5.06 6.98 0.73 --- ---- RL 0.93 ------ ---_-- -0.19 • 3 LL -1.65 5.67 0.29 MS 6.25 6.93 0.90 LL 0.36 1.44 3.33 W26278 Sidewall Jamb/Header Summary 11/09/01 2:37pm JAMB/HEADER LAYOUT: q Bay Member Member Member Member Id Id Size Length. Weight 11/9/01 SwDes-F.out Page 5 2 Jamb -R 9C16 2 Header 9C16 STRESS/DEFLECTION: Bay Member Ld Id Id Id 2 Jamb -L WP 0.71 WS " Jamb -R WP 2.75 WS Header WP 0.03 WS 13.33 16.00 ----Shear(k )---- Calc Allow UC 0.71 2.75 0.26 -0.71 2.75 0.26 0.71 2.75 0.26 -0.71 2.75 0.26 70.09 2.75 0.03 0.09 2.75 0.03 43.5 52.2 ---Moment(f-k )-- Calc Allow UC 1.37 6.61 0.21 -1.37 7.03 0.20 1.37 6.61 0.21 -1.37 7..03 0.20 -0.38 7.03 0.05 0.38 7.03 0.05 ---Deflect(in)-- Calc Allow UC 0.04 1.78 0.02 -0.04 1.78 0.02 0.04 1.78 0.02 -0.04 1.78 0.02 -0.05 2.13 0.02 0.05 2.13 0.02 W26278 Wall Panel Report 11/09/01 2:37pm PANEL REACTIONS: (Front Sidwall, Bay= 1) Panel: Type = HR ; Gage = 26.00 ; Yield = 80 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 ----- 135.6 ----- 277.7 ---- 0.49 ----- -98.7 ----- 186.6 ---- 0.53 ----- -0.62 ----- 0.98 ---- 0.63 WS -135.6 186.6 0.73 98.7 277.7 0.36 0.62 0.98 0.63 2 6.00 WP 135.6 277.7 0.49 -49.6 186.6 0.27 -0.13 0.80 0.17 WS -135.6 186.6 0.73 49.6 277.7 0.18 0.13 0.80 0.17 W26278 Weight Summary 11/09/01 2:37pm Girts = 235.41 Frame Openings 139.11 374.52 W26278 Sidewall Design Warning_Report 11/09/01 '2:37pm 11/9/01 SwDes-F. out Page 6 11/9/01 c:\MBS JOBS\ W26278 \SwDes-B. out Page 1 *W26278 Sidewall Design Input File 11/ 9/01 2:37pm * (1) JOBID: 'W26278-' *(2)PROGRAM OPTIONS: *" Sidewall Run Run Lap Design -Steel - * -No. Id Girt Panel Y-Coord Stiff Code Cold _Code Hot 0.0000 'B' 'Y' 'Y' .50 'WS' 196' 189' *(3)DESIGN CONSTANTS: 40.0000 0.0000 * ----- Steel Yield ----- Stress Ratio --- Deflect Wind Load * C -Sec W -Sec R -Sec Panel Girt Panel Girt _Ratio--- Panel PartW Ratio 55.0 50.0 36.0 80.0 1.03 1.03 90. 90. 90. 1.00 *(4) REPORTS : * Input Wall Door Wall * Echo Girt Jamb Panel III PYI IYI TV *(5)BUILDING TYPE: * Build L Expand EW R Expand EW * Type Use Offset Use. Offset 'FF' 'N' 0.000 'N' 0.000 *(6)BUILDING SHAPE: * -No. X-Coord Y-Coord * Surf (ft) (ft) 4 - 0.0000 14.0000 20.0000 17.3333 40.0000 14.0000 40.0000 0.0000 *(7)SIDEWALL BAY SPACING: (Max: 40 bays) * Sets_Of Bay No-. * Bays Width Bays - 1 25.0000 3 *(8)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member *'Open Id Width Height Offset Type Height Elev Depth Select 0 (9) PARTIAL WALLS: * Set Of Base Full * Bays Type Load 0 (10) GIRT DESIGN: * Girt In_Flg Set --Bay_Id-- Start End Set Max Wall Height Max Unbr 11/9/01 SwDes-B.out 'ZB' 'Y' 0.000 0.0000 7.3333 13.0000 *(11)GIRT LOCATION: * Set No. Girt * Loc Girt Location 'P' 1 7.3333 *(12)WALL PANELS: * Panel Panel * Type Gage 'HR 1 26.00 *(13)BASIC LOADS: * Basic Wind_ Load_ Ratio * Wind Deflect Factor 19.8 1.00 1.00 *(14)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 17.8 -17.8 Girt/Header 23.7 -23.7 .. Panel 17.8 -17.8 .. Jamb Pa ge 2 W26278 Girt Design Report 11/09/01 2:37pm ------------------- GIRT # 1 ; SPAN # 1 ------------------- GIRT LAYOUT: Bay Girt Bay Lap Dist(ft) Girt No. Girt Id --- Size Width Left Right Location Brace Weight 1 -------- 9215 ----- 25.00 _--- ----- 0.88 -------- 7.3333 ----- 1 ------ 94.9 2 9216 25.00 0.88 0.88 7.3333 1 87.2 3 9Z15 25.00 0.88 7.3333 1 94.9 277.1 WIND PRESSURE --------------- GIRT ANALYSIS: 1 --=------SHEAR(k )----------------------MOMENT(f-k )-------------- Bay Left . Left Right. Right. Left Left Mid -Span Right. Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 11/9/01 SwDes-B.out Page 3 1 1.19 -1.67 -1.78 0.00 -5.97 10.03 5.81 7.32 2 1.48 1.38 -1.38 -1.48 7.32 6.07 -1.95 12.50 6.07 7.32 3 1.78 1.67 -1.19 7.32 5.81 -5.97 1.4.97 0.00 STRESS/DEFLECTION: Span ------SHEAR(k )------ Mid -Span -----MOMENT(f-k )---- Left Mom+Shr .Id ---- Loc --- Calc ------ Allow ----- UC ---- Loc Calc Allow UC Loc UC ' 1 RL -1.67 4.03 0.41 --- MS ------ -5.97 ----- 8.55 ---- 0.70 --- RL ---- 0.63 2 LL 1..38 2.75 0.50 RL 6.07 6.96 0.87 LL 1.01 _ 3 LL 1.67 4.03 0.41 MS -5.97 8.55 0.70 LL 0.63 WIND SUCTION : ---------------- GIRT ANALYSIS: STRESS/DEFLECTION: --------------MOMENT(f-k DEFLECTION(in) Calc Allow -1.47 3.33 -0.17 3.33 -1.47 3.33 Left ---------SHEAR(k )-------- Mid -Span Bay Left Left Right Right Id --- Sup ----- Lap ----- Lap ----- Sup ----- 1 -1.19 -5.81 1.67 1.78 2 -1.48 -1.38 1.38 1.48 3 -1.78 -1.67 14.97 1.19 STRESS/DEFLECTION: --------------MOMENT(f-k DEFLECTION(in) Calc Allow -1.47 3.33 -0.17 3.33 -1.47 3.33 Left Left Mid -Span Right Right Sup ----- Lap ----- Mom ----- Loc ----- Lap ----- Sup ----- 0.00 Loc --- 5.97 10.03 -5.81 =7.32 -7.32 -6.07 1.95 12.50 -6.07 -7.32 -7.32 -5.81 5.97 14.97 ----- 5.98 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 RL 1.67 4.03 0.41 MS ------ 5.97 ----- 5.98 ---- 1.00 --- RL ---- 0.63 ------ 1.47 ----- 3.33 2 LL -1.38 2.75 0.50 LL -6.07' 6.98 0.87 LL 1.01 0.17 3.33 3 LL -1.67 4.03 0.41 MS 5.97 5.98 1.00 LL 0.63 1.47 3.33 W26278 Wall Panel Report 11/09/01 2:37pm PANEL REACTIONS: (Back Sidwall, Bay= 1) Panel: Type. = HR ; Gage = 26.00 ; Yield = 80 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--- 1 ---- Span Span LD Support Midspan ---Deflect(in)-- Id (ft) Id Calc Allow UC Calc Allow UC Calc Allow UC SwDes-B.out Page. 4 WS -135.6 186..6 0.73 98.7 277.7 0.36 0.62 0.98 0.63 2 6.00 WP 135.6 277.7 0.49 -49.6 186.6 0.27 -0.13 0.80 0.17 WS -135.6 186.6 0.73 49.6 277.7.0.18 0.13 0.80 0.17 W26278 Weight Summary 11/09/01 2:37pm Girts = 277.10 Frame Openings = 0.00 277.10 W26278 Sidewall Design Warning Report 11/09/01 2:37pm .. No Warnings e 11/9/01 c:\MBS JOBS\ W26278 \EwDes-L. out Page 1 *W26278 Endwall Design Input Echo 11/ 9/01 2:35pm *(1)JOBID: (Max: 60 char) IW26278' *(2)PROGRAM OPTIONS: *'EW Run Run Run Run No -Des Design Steel Code Lap --Build--- Seis * Id Col/Raf Girt Brace Panel Cycles Code Cold Hot Stiff Code Year Zone .'L' 'Y' 'Y' 'Y' 'Y' 4 'WS' '96' 189' .50 'UBC ' 197' 13 ' (3) DESIGN CONSTANTS: * ------------------ Steel _Yield ------------------ ---Stress Ratio --- Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel 50.0 50.0 55.0 50.0 36.0 36.0 50.0 80.0 1.03 1.03 1.03 *(4)DEFLECTION LIMITS: *------------- Deflect _Limit ------------- * Raf-L Raf-W Raf_T Col Girt Panel PartW Bent 180. 120. 0. 180. 90. 90. 90. 60. *(5)REPORTS: * Input Column * Echo Rafter ' I ' IV ' Wall Door Wall Cable Girt Jamb Panel Brace IV B IYI IV B IYI *(6)BUILDING TYPE: * Build Expand EW * Type Use Offset 'FF' 'N' 0.00 *(7)SURFACE SHAPE: * No. X-Coord Y-Coord Offset * Surf (ft) (ft) (in) 4 0.0000 14.0000 9.000 20.0000 17.3333 9.000 40.0000 14.0000 9.000 40.0000 0.0000 9.000 * (•8) BAY SPACING: (Max: 20 bays) * SideWall Frame Sets Of Bay No. * Bay Recess Bays Width Bays 25.0000 0.3333 3 13.0000 1 14.0000 1 13.0000 1 *(9)FRAMED OPENINGS: * No. Bay Open Open Open Open Sill Base Set Member * Open Id Width Height Offset Type Height. Elev Depth Select 0 11/9/01 EwDes-L.out Page 2 * Set _Of Base Full--Bay_Id-- Wall * Bays Type Load Start End Height 0 *(11)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 *(12)COLUMN SIZE: * Set No. Column *. Member Column Size 'N' *(13)RAFTERS: * Rafter Set * Select Depth 'CDW ' 0.000 *(14)RAFTERS SIZE: * Set No. * Member Rafter 'Y' 2 Rafter Flange Same Brace 'Y' 'Y' Rafter Size ' 8D14' '8D14' (15) RAFTER SPLICES: * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'M' *(16)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 *(17)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set . No. Girt * Loc Girts Location 'P' 2 7.3333 12.0000 *(18)ROOF PURLINS: * Surf Peak Purl No. Surf * Id Space Space Purlin Ext 2 0.833 4.861 4 0.000 3 0.833 4.861 4 A.000 *(19)PANELS: * Panel Panel * Type Gage 'HR ' 26.00 0 *(20)WIND FRAMING SELECTION: * ------ Order—Of—Selection ------ 11/9/01 EwDes-L.out Page 3 * Shear "Bracing 'N' 'Y' *(21)WALL BRACING: * Wind Brace * Shear Type 100.0 'CR' Bent Column 'N' 'N' No. Bays Specified Specified Bays_For_Bracing 1 2 *(22)WIND BENTS: * --Member-- No Of *'Type Depth Bays Bay_I.d '-' 0.00 0 *(23)WIND COLUMNS: * --Member-- No Of .Left/ * Type Depth Bays Bay_Id Right '-' 0.00 0 *(24)WALL BRACING ATTACHMENT *No_Of Attach--Bay_Id-- No Of *Attach Id Start End Level 0 *(25)EAVE EXTENSION: * *Wall No_Of Ext-Bay_Id-- *Id Ext Id Start End Height Width 2 0 4 0 *(26)CANOPY: *Wall No Of Ext-Bay_Id-- *Id Ext Id Start End Height Width 1 0 2 0 4 0 *(27)FACIA: * Level Height -Edge_Extend- Ext Slope Left -Right Mount -Edge_Extend- Ext Slope Left Right Mount *Wall #Of Ext Fac Bay_Id---- Attach _ Beam --- -------Facia------- 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 *(28)LOADS FOR EAVE EXTENSION, CANOPY, AND FACIA: * * *Ext Ext Beam Facia Beam *Id Dead Collat Live Press Suct Press Suct *(29)BASIC LOADS: * Dead Collat Live Snow Basic Wind_ Load_ Ratio Seismic Torsion Force's * Load Load Load Load Wind Deflect Factor Load Wind Seismic 11/9/01 EwDes-L.out Page 4 *(30)WIND PRESSURE/SUCTION: * * Wind Wind * P t resS s .. Column .. Girt/Header .. Jamb .. Panel *131)WIND COEFFICIENTS: * Surf Rafter_Wind_1 *. Id Left Right 1 .80 -.50 2 -.90 -.70 3 -.70 -.90 4 -.50 .80 Rafter -Wind -2 Left Right .80 -.50 .30 -.70 -.70 .30 -.50 .80 Bracing_Wind LA I., 17.8 -17.8 17.8 -17.8 17.8 -17.8 23.7 -23.7 .. Column .. Girt/Header .. Jamb .. Panel *131)WIND COEFFICIENTS: * Surf Rafter_Wind_1 *. Id Left Right 1 .80 -.50 2 -.90 -.70 3 -.70 -.90 4 -.50 .80 Rafter -Wind -2 Left Right .80 -.50 .30 -.70 -.70 .30 -.50 .80 Bracing_Wind Long Surface Left Right Wind Friction .80 -.50 .00 .00 .30 -.70 -.70 .00 -.70 .30 -.70 .00 -.50 .80 .00 .00 *(32)COLUMN & BRACING DESIGN LOADS: * *Load Snow/ Rafter Wind Brace Wind *No Id Dead Coll Live Left Right Left Right 8 1 1.00 1.00 1.00 .00 .00 .00 .00 2 1.00 .00 .50 .00 .00 1.00 .00 3 1.00 .00 .50 .00 .00 .00 1.00 4 1.00 .00 .00 .00 .00 .00 .00 5 1.00 .00 .00 1.00 .00 .00 .00 6 1.00 .00 .00 .00 1.00 .00 .00 7 1.00 1.00 .00 .00 .00 .00 .00 8 1.00 1.00 .00 .00 .00 .00 .00 Long Column Wind I Aux Load Wind Press Suct Seisl Id Coef .00 .00 .00 .00 0 .00 .00 .00 1.00 .00 0 .00 .00 .00 1.00 .00 0 .00 1.00 1.00 .00 .00 0 .00 .00 .00 1.00 .00 0 .00 .00 .00 1.00 .00 0 .00 .00 .00 .00 1.00 0 .00 .00 .00 .00 -1.00 0 .00 *(33)COLUMN & BRACING.DESIGN LOADS-: Deflection * 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 *(34)RAFTER DESIGN LOADS: * * No. Load Snow/ -Rafter Rafter -Wind -2 Aux Load *Load Id Dead Collat Live Left -Wind -1 Right Left Right Seis Id Coef 7 1 1.00 1.00 1.00 .00 .00 .00 .00 .00 0 .00' 2 1.00 .00 .00 1.00 .00 .00 .00 .00 0 .00 3 1.00 .00 .00 .00 1.00 .00 .00 .00 0 .00 4 1.00 .00 .00 .00 .00 1.00 .00 .00 0 .00 ' S 1.00 .00 .00 .00 .00 ..00 1.00 .00 0 .00 6 1.00 1.00 .00 .00 .00 .00 .00 1.00 0 .00 7 1.00 1.00 .00 .00 .00 .00 .00 -1.00 0 .00 *(35)RAFTER DESIGN LOADS: Deflection * 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 . 11/9/01 EwDes-L.out Page 5 *(36)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(37)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 W26278 Column & Rafter Design 11/ 9/01 3:41pm MEMBER SIZES: Member Member Member --- Web _Size-- -Flange_Size- Member Member . Id ------ Locate ------ Size ----------- Depth ----- Thick Width ----- ----- Thick ----- Length ------ Weight ------ Col -1 0.8 8C16 8.00 16ga 3.00 16ga 12.7 39.8 Col -2 13.0 9C14 9.00 14ga 3.00 .14ga 14.7 57.7 Col -3 27.0 9C14 9.00 14ga 3.00 14ga 14.7 57.7 Col -4 39.3 8C16 8.00 16ga 3.00 16ga 12.7. 39.8 Raf-1 8D14 8.00 14ga 6.00 14ga 20.3 154.7 Raf-2 8D14 8.00 14ga 6.00 14ga 20.3 154.7 Total= 504.43 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 Col -1 1 2.26 8.71' 0.00 2.34 0.00 4.44 Col -1 2 1.70 11.61 0.00 3.11 0.00 5.92 Col -1 3 0.25 11.61 0.00 3.11 0.00 5.92 Col -1 4 -0.75 38.59 0.00 3.11 0.00 5.92 Col -1 5 -1.04 38.59 0.00 3.11 0.00 5.92 Col -1 6 -0.75 38.59 0.00 3.11 0.00 5.92 Col -1 7 0.25 11.61 0.00 3.11 0.00. 5.92 Col -1 8 0.22 11.61 0.00 3.11 0.00 5.92 Col -2 1 6.16 13.22 0.00 4.25 0.00 6.87. Col -2 2 4.22 17.62 -1.72 5.67 6.34 9.16 Col -2. 3 4.12 17.62 -1.72 5.67 6.34 9.16 Col -2 4 -1.94 52.07 1.72 5.67 -6.34 9.16 Col -2 5 -2.62 52.07 -1.72 5.67 6..34 9.16 Col -2 6 -1.99 52.07 -1.72 5.67, 6.34 9.16 Col -2 7 0.57 17.62 0.00 5.67 0.00 9.16 Col -2 8 1.08 17.62 0.00% 5.67 0.00 9.16 Col -3 1 6.16 13.22 0.00 .4.25 0.00 6.87 Col -3 2 4.12 17.62 -1.72' 5.67 6.34 9.16 Col -3 3 4.22 17.62 -1.72 5.67 6.34 9.16 11/9/01 v EwDes-L.out Pa ge 6 Col -3 5 -1.99 52.07 -1.72 5.67 6.34 9.16 Col -3 6 -2.62 52.07 -1.72 5.67 6.34 9.16 Col -3 7 1.08 17.62 0.00 5.67 0.00 9.16 Col -3 8 0.57 17.62 0.00 5.67 0.00 9.16 Col -4 1 2.26 8.71 0.00 2.34 0.00 4.44 Col -4 2 0.25 11.61 0.00 3.11 0.00 5.92 Co1-4 3 1.70 11.61 0.00 3.11 0.00 5.92 Col -4 4 -0.75 38.59 0.00 3.11 0.00 5.92 Col -4 5 -0.75 38.59 0.00 3.11 0.00 5.92 Col -4 6 -1.04 38.59 0.00 3.11 0.00 5.92 Col -4 7 0.22 11.61 0.00 3.11 0.00 5.92 Col -4 8 0.25 11.61 0.00 3.11 0.00 5.92 Raf-1 1 0.49 42.99 -3.09 9.64. 7.27 13.87 Raf-1 2 -0.57 97.55 1.43 12.84 -3.12 18.49 Raf-1 3 -0.58 97.55 1.06 12.84 -2.39 18.49 Raf-1 4 0.26 57.30 -0.80 12.84 1.46 18.49 Raf-1 _ 5 0.32 57.30 1.04 12.84 -2.18 18.49 Raf-1 6 0.24 57.30 -0.28 12.84 0.57 18.49 Raf-1 7 0.37 57.30 -0.25 12.84 0.51 18.49 Raf-2 1 0.49 42.99 3.09 9.64 7.27 13.87 Raf-2 2 -0.58 97.55 -1.06 12.84 -2.39 18.49 Raf-2 3 -0.57 97.55 -1.43 12.84 -3.12 18.49 Raf-2 4 0.32 57.30 -1.04 12.84 -2.18 18.49 Raf-2 5 0.26 57.30 0.80 12.84 1.46 18.49 Raf-2 6 0.37 57.30 0.25 12.84 0.51 18.49 Raf-2 7 0.24 57.30 0.28 12.84 0.57 18.49 STRESS RATIO: Mem Load Id Id Axial Shear Moment Axl+Mom Shr+Mom ----- Col-1 ---- 1 ----- 0.26 ----- 0.00 ------ 0.00 ------- 0.26 ------- Col -1 2 0.15 0.00 0.00 0.15 Col -1 3 0.02 0.00 0.00 0.02 Col -1 4 0.02 0.00 0.00 0.00 Col -1 5 0.03 0.00 0.00 0.00 Col -1 6 0.02 0.00 0.00 0.00 Col -1 7 0.02 0.00 0.00 0.02 Col -1 8 0.02 0.00 0.00 0.02 Col -2 1 0.47 0.00 0.00 0.47 Col -2 2 0.24 0.30 0.69 0.96 0.09 Col -2 3 0.23 0.30 0.69 0.96 0.09 Col -2 4 0.04 0.30 0.69 0.65 0.09 Col -2 5 0.05 0.30 0.69 0.64 0.09 Col -2 6 0.04 0.30 0.69 0.65 0.09 Col -2 7 0.03 0.00 0.00 0.03 Col -2 8 0.06 0.00 0.00 0.06 Col -3 1 0.47 0.00 0.00 0.47 Col -3 2 0.23 0.30 0.69 0.96 0.09 Col -3 3 0.24 0.30 0.69 0.96 0.09 Col -3 4 0.04 0.30 0.69 0.65 0.09 Col -3 5 0.04 0.30 0.69 0.65 0.09 Col -3 6 0.05 0.30 0.69 0.64 0.09 Col -3 7 0.06 0.00 0.00 0.06 11/9/01 EwDes-L.out Col -4 1 0.26 0.00 0.00 0.26 Col -4 2 0.02 0.00 0.00 0.02 Horz(IP) Col -4 3 0.15 0.00 0.00 0.15 ------- 0.00 Col -4 4 0.02 0.00 0.00 0.00 0.00 Col -4 5 0.02 0.00 0.00 0.00 0.00 Col -4 6 0.03 0.00 0.00 0.00 0.00 Col -4 7 0.02 0.00 0.00 0.02 0.00 Col -4 8 0.02 0.00 0.00 0.02 0.00 Raf-1 1 0.01 0.32 0.52 0.54 0.38 Raf-1 2 0.01 0.11 0.17 0.17 0.04 ` Raf-1 3 0.01 0.08 0.13 0.13 0.02 Raf-1 4 0.00 0.06 0.08 0.08 0.01 Raf-1 5 0.01, 0.08 0.12 0.12 0.02 Raf-1 6 0.00 0.02 0.03 0.03 0.00 Raf-1 7 0.01 0.02 0.03 0.03 0.00 Raf-2 1 0.01 0.32 0.52 0.54 0.38 Raf-2 2 0.01 0.08 0.13 0.13 0.02 Raf-2 3 0.01 0.11 0.17 0.17 0.04 Raf-2 4 0.01 0.08 0.12 0.12 0.02 Raf-2 5 0.00 0.06 0.08 0.08 0.01 Raf-2 6 0.01 0.02 0.03 0.03 0.00 Raf-2 7 0.00 0.02 0.03 0.03 0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load Deflection (in) Reaction (k ) Id Id Calc Allow Horz(OP) Vert Horz(IP) ----- Col-1 ---- 1 ------ ------ 0.00 0.85 ------- 0.00 ----- 2.26 ------- 0.00 Col -1 2 0.00 0.85 0.00 1.70 0.00 Col -1 3 0.00 0.85 0.00 0.25 0.00 Col -1 4 0.00 0.85 0.00 -0.75 0.00 Col -1 5 0.00 0.85 0.00 -1.04 0.00 Col -1 6 0.00 0.85 0.00 -0.75 0.00 Col -1 7 0.00 0.85 0.00 0.25 0.00 Col -1 8 0.00 0.85 0.00 0.22 0.00 Col -2 1 0.00 0.98 0.00 6.16 0.00 Col -2 2 0.59 0.98 1.72 1.16 3.12 Col -2 3 0.59 0.98 1.72 4.12 0.00 Col -2 4 -0.59 0.98 -1.72 -1.94 0.00 Col -2 5 0.59 0.98 1.72 -2.62 0.00 Col -2 6 0.59 0.98 1.72 -1.99 0.00 Col -2 7 0.00 0.98 0.00 0.09 0.49 Col -2 8 0.00 0.98 0.00 1.08 0.00 Col -3 1 0.00 0..98 0.00 6.16 0.00 ' Col -3 2 0.59 0.98 1.72 4.12 0.00 Col -3 3 0.59 0.98 1.72 1.16 3.12 Col -3 4 -0.59 0.98 -1.72 -1.94 0.00 Col -3 5 0.59 .0.98 1.72 -1.99 0.00 Col -3 6 0.59 0.98 1.72 -2.62 0.00 Col -3 7 0.00 0.98 0.00 1.08 0.00 Col -3 8 0.00 0.98 0.00 1 0.09 0.49 Col -4 1 0.00 0.85 0.00 2.26 0.00 Col -4 2 0.00 0.85 0.00 0.25 0.00 Col -4 3 0.00 0.85 0.00 1.70 0.00 Pa ge 7 11/9/01 EwDes-L.out Page 8 Col -4 5 0.00 0.85 0.00 -0.75 0.00 2 Col -4 6 0.00 0.85 0.00 -1.04 0.00' 12.000 Col -4 7 0.00 0.85 0.00 0.22 0.00 Col -4 8 0.00 0.85 0.00 0.25 0.00 Raf-1 1 -0.15 0.87 Raf-1 2 0.08 1.30 Raf-1 3 0.05 1.30 Raf-1 4 -0.05 1.30 Raf-l. 5 0.06 1.30 Raf-1 6 -0.02 1.30 Raf-1 7 -0.01 1.30 Raf-2 1 -0.15 0.87 . Raf-2 2 0.05 1.30 Raf-2 3 0.08 1.30 Raf-2 4 0.06 1.30 Raf-2 5 -0.05 1.30 Raf-2 6 -0.01 1.30 Raf-2 7 -0.02 1.30 W26278 Rafter Splice Report 11/ 9/01 3:41pm Surf Surf Splice ---Plate--- --- Design --- ----------Bolts----------- Id Loc -7 -- ----- Id ------ Width ----- Thick ----- _Load Axl Shr ----- ----- Mom Type ----- ---- Diam Rows ----- ---- Space Gage 3 0.0 Mom- 1 6.0 0.375 0.6 0.2 0.9 A325 0.500 2 ----- ---- 3.00 3.00 0.6 0.2 -3.3 A325 0.500 2 3.00 3.00 W26278 Flush Girt Design Report 11/ 9/01 3:41pm GIRT LOCATION: Bay No. Girt Id Id Girt 1 2 --- 1 ---- 2 -------- 7.333 -------- 12.000 2 2 7.333 12.000 • 3 2 7.333 12.000 GIRT SPAN: -Bay No. Girt Id Id Girt 1 2 --- 1 ---- 2 -------- 11.542 -------- 11.542 2 2 13.292 13.292 3 2 11.542 11.542 GIRT SIZE: Bay No. Girt Id Id Girt 1 2 EwDes-L.ou.t 1 2 6.5Z16 6.5216 2 2 6.5216 6.5216 3 2 6.5216 6.5216 GIRT ACTIONS: (C/D/Z-Section) 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 ----- -0.62 ----- 3.89 ---- 0.16 ----- -1.78 ----- 4.62 ---- 0.39 ----- -0.30 ----- 1.54 ---- 0.19 WS 0.62 3.89 0.16 1.78 2.31 0.77 0.30 1.54 0.19 1 2 WP 0.45 3.89 0.12 -1.30 4.62 0.28 -0.22 1.54 0.14 WS -0.45 3.89 0.12 1.30 2.31 0.56 0.22 1.54 0.14 2 1 WP 0.71 3.89 0.18 -2.36 4.62 0.51 -0.53 1.77 0.30 WS -0.71 3.89 0.18 2.36 3.82 0.62 0.53 1.77 0.30 2 2 WP 0.59 3.89 0.15 -1.97 4.62 0.43 -0.44 1.77 0.25 WS -0.59 3.89 0.15 1.97 3.82 0.51 0.44 1.77 0.25 3 1 WP -0.62 3.89 0.16 -1.78 4.62 0.39 -0.30 1.54 0.19 WS 0.62 3.89 0.16 1.78 .2.31 0.77 0.30 1.54 0.19 3 2 WP 0.45 3.89 0.12 -1.30 4.62 0.28 -0.22 1.54 0.14 WS -0.45 3.89 0.12 1.30 2.31.0.56 0.22 1.54 0.14 Pa ge 9 W26278 Endwall Diagonal Bracing Summary 11/ 9/01 3:41pm PANEL SHEAR WITH NO BRACING: Panel Shear (Allow)' = 100.0 Panel Shear (Calc ) = 78.0 CABLE BRACING REQUIRED: Bay Level ------ Diag_Btace----- Id Height Type Size Part --- ------ ---- ------ -------- 2. 14.23 C 0.312 CB0313 COLUMN BASE REACTIONS: Bay Col Max Max Id Id Horz Vert(+/-) --- ---- ---- --------- 2 2 -3.12 3.06 2 3 3.12 3.06 Diag_Force(k.) Brace_Tension(k ) Wind Seismic Calc Allow ------------- ------ ------ 4.37, 0.69 4.37 5.60 0 W26278 Wall Panel Report '11/ 9/01 3:41pm 11/9/01 Total Column Weight = 195.04 EwDes-L.out Rafter Weight = 309.39 Total Girt Weight PANEL DATA: Bay= 2 = 0.00 Total Bracing Weight = 8.54 Total Clips Weight = 46.20 Panel: 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 113.0 277.7 ---- 0.41 ----- ----- -107.8 186.6 ---- 0.58 ----- -0.72 ----- 0.98 ---- 0.74 WS -113.0 186.6 0.61 107.8 277.7 0.39 0.72 0.98 0.74 . 2•. 4.67 WP 113.0 277.7 0.41 12.3 277.7 0.04 0.10 0.62 0.17 WS .-113.0 186.6 0.61 -12.3 186.6 0.07 -0.10 0.62 0.17 3 5.33 WP 48.7 277.7 0.18 -61.7 186.6 0.33 -0.23 0.71 0.32 WS -48.7 186.6 0.26 61.7 277.7 0.22 0.23 0.71 0.32 Page 10 W26278 Endwall Design Warning Report 11/ 9/01 3:41pm .. No Warnings W26278 Endwall Weight Summary 11/ 9/01 3:41pm FORCED SPACING: Total Column Weight = 195.04 Total Rafter Weight = 309.39 Total Girt Weight = 186.11 Total Door Jamb Weight = 0.00 Total Bracing Weight = 8.54 Total Clips Weight = 46.20 Total Endwall Weight = 745.27 0 11/9/01 c:\MBS JOBS\ W26278 \EwDes-R. out -Page 1 *W26278 Endwall Design Input Echo 11/ 9/01 3:41pm *(1)JOBID: (Max: 60 char) 'W26278' *(2)PROGRAM OPTIONS: *'EW Run Run Run Run No -Des Design Steel_Code Lap --Build--- Seis * Id Col/Raf Girt Brace Panel Cycles Code Cold Hot Stiff Code Year Zone .'R' 'Y' 'Y' 'Y' 'Y' 4 'WS' 196' 189' .50 'UBC ' 197' '13 ' *(3)DESIGN CONSTANTS: *------------------- Steel _ Yield ------------------ ---Stress Ratio--- * Web Flg C -Sec W -Sec R -Sec U -Sec EP Panel Col/Raf Girt Panel 50.0 50.0 55.0 50.0 36.0 36.0 50.0 80.0 1.03 1.03 1.03 *(4)DEFLECTION LIMITS: *------------- Deflect _Limit ------------ - *,Raf-L Raf-W Raf_T Col Girt Panel PartW Bent 180. 120. 0. 180. 90. 90. 90. 60. *(5)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace III IV B I V I I V I I V I I V I *(6)BUILDING TYPE: 1 1 1 1 * Build Expand EW * Type Use Offset 'FF' 'N' 0.00 *(7)SURFACE SHAPE: * No. X-Coord Y-Coord Offset. * Surf (ft) (ft) (in) 4 0.0000 14.0000 9.000 20.0000 17.3333 9.000 40.0000 14.0000 9.000 40.0000 0.0000 9.000 *(8)BAY SPACING: (Max: 20 bays) * SideWall Frame Sets _Of Bay No. * Bay Recess Bays Width Bays 25.0000 0.3333 3 12.0000 1 16.0000 1 12.0000 1 *(9)FRAMED OPENINGS: * No. Bay Open Open Open Open SilA Base Set Member * Open Id Width Height Offset Type Height Elev Depth Select 1 2 16.0000 12.0000 0.0000 41 0.0000 0.000 0.000 'CU' 11/9/01 EwDes-R.out Page 2 *(10)PARTIAL WALLS: * Set Of Base Full * Bays Type Load 0 *(11)COLUMNS: --Bay_Id-- Start End Wall Height *--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 *(12)COLUMN SIZE: *, Set No. , Column * Member Column Size 'N' * (13) RAFTERS: * Rafter Set * Select Depth 1W 1 0,000 *(14)RAFTERS SIZE: * Set No. * Member Rafter 'N' Rafter Flange Same Brace IVB Tyl *(15)RAFTER SPLICES: Rafter Size * Surf No. Splice Splice * Id Splice Loc. Type 2 0 3 1 0.0000 'M' *(16)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 *(17)ENDWALL GIRTS LOCATION: (Max: 20 girts) * Set No. Girt * Loc Girt's Location 'P' 2 7.3333 12.0000 *(18)ROOF PURLINS: * Surf Peak . Purl No. Surf * Id Space Space Purlin Ext ' 3 0.833 4.861 4 0.000 2 0.833 4.861 4 0.000 (19) PANELS: * Panel Panel * Type Gage ' HR ' 26.00 *(20)WIND FRAMING SELECTION: * -----Order Of Selection------ 11/9/01 EwDes-R.out Page 3 * Shear Bracing 'N' 'Y' *(21)WALL BRACING: * Wind Brace * Shear Type 100.0 'CR' Bent Column 'N' 'N' No. Bays Specified Specified Bays—For—Bracing 1 1 *(22)WIND BENTS: * --Member-- No Of *'Type Depth Bays Bay_Id '-' 0.00 0 *(23)WIND COLUMNS: * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right '-' 0.00 0 *(24)WALL BRACING ATTACHMENT *No _Of Attach--Bay_Id-- No_Of *Attach Id Start End Level 0 Level Height *(25)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 *(26)CANOPY: * *Wall No Of Ext-Bay_Id-- Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount. 3 0 2 0 4 0 *(27)FACIA: * *Wall #Of Ext Fac Bay_Id---- Attach _Beam --- -------Facia------- 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 *(28)LOADS FOR EAVE EXTENSION, CANOPY, AND FACIA: * *Ext Ext Beam Facia Beam *Id Dead Collat Live Press Suct Press Suct e *(29)BASIC LOADS: * Dead Collat Live Snow Basic Wind_ Load_ Ratio Seismic Torsion Forces _ * Load Load Load Load Wind Deflect Factor Load Wind Seismic 11/9/01 EwDes-R.out Page 4 *(30)WIND PRESSURE/SUCTION: * * Wind Wind. * P S t ress uc * Surf 17.8 -17.8 .. Column 17.8 -17.8 ... Girt/Header 17.8 -17.8 .. Jamb 23.7 -23.7 .. Panel *T31)WIND COEFFICIENTS: * Surf Rafter_Wind_1 Right *. Id Left Right 1 .80 -.50 2 -.90 -.70 3 -.70 -.90 4 -.50 .80 Rafter -Wind -2 Left Right .80 -.50 .30 -.70 -.70 .30 -.50 .80 *(32)COLUMN & BRACING DESIGN LOADS: * Bracing_Wind Long Surface Left Right Wind Friction .80 -.50 .00 .00 .30 -.70 -.70 .00 -.70 .30 -.70 .00 -.50 .80 .00 .00 *Load Column Wind Snow/ Rafter Wind Brace Wind *No Id Dead Coll Live Left Right Left Right 8 1 1.00 1.00 1.00 .00 .00 .00 .00 2 1.00 .00 .50 .00 :00 1.00 .00 3 1.00 .00 .50 .00 .00 .00 1.00 4 1.00 .00 .00 .00 .00 .00 .00 5 1.00 .00 .00 1.00 .00 .00 .00 6 1.00 .00 .00 .00 1.00 .00 .00 7 1.00 1.00 .00 .00 .00 .00 .00 8 1.00 1.00 .00 .00 .00 .'00 .00 Long Column Wind I Aux Load Wind Press Suct Seisl Id Coef .00 .00 .00 .00 0 .00 .00 .00 1.00 .00 0 .00 .00 .00 1.00 .00 0 .00 1.00 1.00 .00 .00 0 .00 .00 .00 1.00 .00 0 .00 .00 .00 1.00 .00 0. .00 .00 .00 .00 1.00 0 .00 .00 .00 .00 -1.00 0 .00 *(33)COLUMN & BRACING DESIGN LOADS: Deflection * Deflection *Load Snow/ Rafter _Wind Brace _Wind Long Column Wind I Aux Load *No Id Dead Coll Live Left Right Left Right Wind Press Suct Seisl Id Coef 0 *(34)RAFTER DESIGN LOADS: * * No. Load Snow/ Rafter_Wind_1 Rafter_Wind_2Aux I Load *Load Id Dead Collat Live Left Right Left Right Seis _ I Id Coef 7 1 1.00 1.00 1.00 .00 .00 .00 .00 .00 0 .00 2 1.00 .00 .00 1.00 .00 .00 .00 .00 0 .00 3 1.00 .00 .00 .00 1.00 .00 .00 .00 0 .00 4 1.00 .00 .00 .00 .00 1.00 .00 .00 0 .00 5 1.00 .00 .00 .00 .00 .00 1.00 .00 0 .00 6 1.00 1.00 .00 .00 .00 .00 .00 1.00 0 .00 7 1.00 1.00 .00 .00 .00 .00 .00 -1.00 0 .00 *(35)RAFTER DESIGN LOADS: Deflection * Deflection * No. Load Snow/ Rafter Rafter Wind 2I Aux Load *Load Id Dead Collat Live Left _Wind _1 Right Left" Right Seis _ I Id Coef 0 11/9/01 EwDes-R.out Page 5 *(36)AUXILIARY LOADS: (Max: 10 loads, 10 comb/load) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 0 *(37)ADDITIONAL LOADS: (Max: 20 loads) * No. Add Surf Basic Load FX FY M X Y -Conc. * Add Id Id Load Type I W1 W2 Co DL1 DL2 -Unif. 0 W26278 Column & Rafter Design 11/ 9/01 3.41pm MEMBER SIZES: Member Member Member ---Web Size-- -Flange_Size- Moment Member Member Id ------ Locate" ------ Size ----------- Depth ----- Thick ----- Width ----- Thick ----- Length ------ Weight ------ Col-1 0.8 8C16 8.00 16ga 3.00 16ga 12.7 39.8 Col -2 12.0 9C13 9.00 13ga 3.00. 13ga 14.6 69.1 Col -3 28.0 9C14 9..00 14ga 3.00 14ga 14.6 57.1 Col -4 39.3 8C16 8.00 16ga 3.00 16ga 12.7 39.8 Raf-1 5.92 W08532 7.63 0.112 5.00 0.188 20.3 191.2 Raf-2 Col -1 W08532 7.63 0.112 5.00 0.188 20.3 191.2 Total= 588.12 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 Col-1 1 1.92 8.71 ------ 0.00 ------ 2.34 ------ 0.00 ------ 4.44 Col -1 2 1.47 11.61 0.00 3.11 0.00 5.92 Col -1 3 4.26 11.61 0.00 3.11 0.00 5.92 Col -1 4 -0.63 38.59 0.00 3.11 0.00 5.92 Col -1 5 -0.85 38.59 0.00 3.11 0.00 5.92 Col -1 6 -0.62 38.59 0.00 3.11 0.00 5.92 Col -1 7 0.21 11.61 0.00 3.11 0.00 5.92 Col -1 8 0.91 11..61 0.00 3.11 0.00 5.92 Col -2 1 6.55 16.95 0.00 6.20 0.00 8.27 Col -2 2 8.32 22.59 -1.77 8.27 6.43 11.03 Col -2 3 1.17. 22.59 -1.77 8.27 6.43 11.03 Col -2 4 -2.02 59.75 1.77 8.27 -6.43 11.03 Col -2 5 -2.7.3 59.75 -1.77 8.27 6.43 11.03 Col -2 6 -2.09 59.75 -1.77 8.27 6.43 11.03 Col -2 7 1.27 22.59 0.00 8.27 0.00 11.03 Col -2 8 0.58 22.59 0.000 8.27 0.00 11.03 Col -3 1 6.54 13.24 0.00 4.25 0.00 6.87 Col -3 2 1.33 17:65 -1.77" 5.67 6.43 9.16 Col -3 3 4.32 17.65 -1.774 5.67 6.43 9.16 11/9/01 EwDes-R. out Page 6 Col -3 5 -2.1.1 52.07 -1.77 5.67 6.43 9.16 Col -3 .6 -2.71 52.07 -1.77 5.67 6.43 9.16 Col -3 .7 0.67 17.65 0.00 5.67 0.00 9.16 Col -3 8 0.62 17.65 0.00 5.67 0.00 9.16 Col -4 1 1.92- 8.71 0.00 2.34 0.00 4.44 Col -4 2 0.14 11.61 0.00 3.11 0.00 5.92 Col -4 3 1.50 11.61 0.00 3.11 0.00 5.92 Col -4 4 .-0.63 38.59 0.00 3.11 0.00 5.92 Col -4 5 -0.61 38.59 0.00 3.11 0.00 5.92 Col -4 6 -0.89 38.59 0.00 3.11 0.00 5.92 Col -4 7 0.19 11.61 0.00 3.11 0.00 5.92 Col -4 8 0.23 11.61 0.00 3.11 0.00 5.92 DESIGN ACTIONS/STRESSES: (W/R/U-Section) STRESS RATIO: i Mem Load --- Axial (k ,ksi )----- Shear (k Mem Load Design Calc Allow Design Calc Id Id Load Stress Stress Load Stress ----- Raf-- ---- 1 ------ 0.56 ------ 0.21 ------ 23.35 ------ 3.35 ------ 3.92 Raf-1 2 -0.57 -0.21 39.99 -1.39 1.63 Raf-1 3 -0.75 -0.28 39.99 -1.08 1.27 Raf-1 4 -0.63 -0.23 39.99 -0.78 0.91 Raf-1 5 0.71 0.26 32.75 0.96 1.13 Raf-1 6 -0.29 -0.11 39.99 0.36 0.42 Raf-1 7 0.51 0.19 34.52 -0.25 0.30 ,Raf-2 1 0.56 0.21 23.35 -3.35 3.92 Raf-2 2 -0.59 -0.22 39.99 1.11 1.30 Raf-2 3 -0..73 -0.27 39.99 1.37 1.60 'Raf-2 4 -0.52 -0.19 39.99 -0.93 1.09 Raf-2 5 0.24 0.09 31.12 0.75 0.87 Raf-2 6 .-0.24 -0.09 39.99 -0.33 0.39 Raf-2 7 0.24 0.09 31.12 0.28 0.33 STRESS RATIO: i Mem Load , ksi ) - Allow Design Calc Id Id Axial Shear Moment Axl+Mom ----- Col-1 ---- 1 ----- 0.22 ----- 0.00 ------ 0.00 ------- 0.22 Col -1 2 0.13 0.00 0.00 0.13 Col -1 3 0.37 0.00 0.00 0.37 Col -1 4 0.02 0.00 0.00 0.00 Col -1 5 0.02 0.00 0.00 0.00 Col -1 6 0.02 0.00 0.00 0.00 Col -1 7 0.02 0.00 0.00 0.02 Col -1 8 0.08 0.00 0.00 0.08 Col -2 1 0.39 0.00 0.00 0.39 Col -2 2 0.37 0.21 0.58 1.00 Col -2 3 0.05 0.21 0.58 0.64 Col -2 4 0.03 0.21 0.58 0.551 Col -2 5 0.05 0.21 0.58 0.54 Col -2 6 0.04 0.21 0.58 0.55 Col -2 7 0.06 0.00 0.00 0.06 , ksi ) ---Moment (f -k , ksi ) - Allow Design Calc Allow Stress ------ Load Stress Stress 15.78 ------ 8.31 ------ -12.16 ------ 30.07 21.03 -3.40 -4.98 40.09 21.03 -2.68 -3.92 40.09 21.03 1.61 -2.36 40.09 21.03 -1.99 -2.92 40.09 21.03 0.89 -1.31 40.09 21.03 0.62 -0.91 40.09 15.78 8.31 -12.16 30.07 21.03 -2.76 -4.03 40.09 21.03 -3.33 -4.87 40.09 21.03 -1.62 -2.37 40.09 21.03 -1.25 -1.83 39.99 21.03 0.84 -1.23 40.09 21.03 0.67 -0.98 40.09 Shr+Mom 0.05 0.05 0.05 0.05 0.05 11/9/01 EwDes-R.out Page 7 Col -3 1 0.49 0.00 0.00 0.49 Col -3 2 0.08 0.31 0.70 0.78 Col -3* 3 0.25 0.31 -0.70 0.98 Col -3 4 0.04 0.31 0.70 0.66 Col -3 5 0.04 0.31 0.70 0.66 Col -3 6 0.05 -0.31 0.70 0.65 Col -3 7 0.04 0.00 0.00 0.04 Co1-3 8 0.04 0.00 0.00 0.04 Col -4 1 0.22 0.00 0.00 0.22 Col -4 2 0.01 0.00 0.00 0.01 ' Col -4 3 0.13 0.00 0.00 0.13 Col -4 4 0.02 0.00 0.00 0.00 Col -4 ;5 0.02 0.00 0.00 0.00 Col -4 6 0.02 0.00 0.00 0.00 Col -4 7 0.02 0.00 0.00 0.02 Col -4 8 0.02 0.00 0.00 0.02 Raf-1 1 0.01 0.25 0.40 0.41 Raf-1 2 0.01 0.08 0.12 0.12 Raf-1 3 0.01 0.06 0.10 0.10 Raf-1 4 0.01 0.04 0.06 0.06 Raf-1 5 0.01 0.05 0.07 0.08 Raf-1 6 0.00 0.,02 0.03 0.03 Raf-1 7 0.01 0.01 0.02 0..03 Raf-2 1 0.01 0.25 0.40 0.41 Raf-2 2 0.01 0.06 0.10 0.10 Raf-2 3 0.01 0.08 0.12 0.12 Raf-2 4 0.00 0.05 0.06 0.06 Raf-2 5 0.00 0.04 0.05 0.05 Raf-2 6 0.00 0.02 0.03 0.03 Raf-2 7 0.00 0.02 0.02 0.03 MEMBER DEFLECTIONS/COLUMN REACTIONS: 0.10 0.10 0.10 0.10 0.10 Mem Load Deflection (in) Reaction (k ) Id ----- Id ---- Calc Allow Horz(OP) Vert Horz(IP) Col-1 1 ------ ------ 0.00 0.85 --- ---- 0.00 ----- 1.92 ------- 0.00 Col -1 2 0.00 0.85 0.00 -2.48 3.12 Col -1 3 0.00 0.85 0.00 4.26 0.00 Col -1 4' 0.00 0.85 0.00 -0.63 0.00 Col -1 5 0.00 0.85 0.00 -0.85 0.00 Col -1 6 0.00 0.85 0.00 -0.62 0.00 Col -1 7 0.00 0.85 0.00 -0.41 0.49 Col -1 8 0.00 0.85 0.00 0.91 0.00 Col -2 1 0.00 0.97 0.00 6.55 0.00 • Col -2 2 0.51 0.97 1.77 8.32 0.00 Col -2 3 0.51 0.97 1.77 -2.78 3.12 Col -2 4 -0.51 0.97 -1.77 -2.02 0.00 Col -2 5 0.51 0.97 1.77 -2.73 0.00 Col -2 6 0.51 0.97 1.77 -2.09 0.00 .Col -2 7 0.00 0.97 0.00 1.27 0.00 Col -2 8 0.00 0.97 0.00 e-0.04 0.49 Col -3 1 0.00 0.97 .0.00 6.54 0..00 Col -3 2 0.59 0.97 1.77 1.33 0.00 Col -3 3 0.59 0.97 1.77 4.32 0.00 11/9/01 EwDes-R.out Pa ge 8 Col -3 5 0.59 0.97 1.77 -2.11 0.00 Col -3 6 0.59 0.97 1.77 -2.71 0.00 Col -3 7 0.00 0.97- 0.00 0.67 0.00 Col -3 8 0.00 0.97 0.00 0.62 0.00 Col -4 1 0.00 0.85 0.00 1.92 0.00 Col -4 2 0.00 0.85 0.00 0.14 0.00 Col -4 3 0.00 0.85 0.00 1.50 0.00 Col -4 4 0.00 0.85 0.00 -0.63 0.00 Col -4 5 0.00 0.85 0.00 -0.61 0.00 Col -4 6 0.00 0.85 0.00 -0.89 0.00 ' Col -4 7 0.00 0.85 0.00 0.19 0.00 Col -4 8 0.00 0.85 0.00 0.23 0.00 Raf-1 1 -0.18 1.07 Raf-1 2 0.06 1.60 Raf-1 3 0.05 1.60 Raf-1 4 -0.02 1.20 Raf-1 5 0.03 1.20 Raf-1 6 -0.02 1.60 Raf-1 7 -0.01 1.60 Raf-2 1 -0.18 1.07 Raf-2 2 0.06 1.60 Raf-2 3 0.05 1.60 Raf-2 4 0.03 1.20 Raf-2 5 -0.03 1.20 Raf-2 6 -0.02 1.60 Raf-2 7 -0.01 1.60 W26278 Rafter Splice Report 11/ 9/01 3:41pm Surf Surf Splice ---Plate--- --- Design_Load--- ----------Bolts----------- Id Loc ---- ----- Id ------ Width ----- Thick ----- Axl Shr ----- ----- Mom Type ----- ---- Diam ----- Rows Space Gage ---- 3 0.0 Mom- 1 5.0 0.375 0.7 0.4 1.7 A325 0.500 ----- ---- 2 3.00 3.00 0.7 0.4 -5.5 A325 0.500 2 3.00 3.00 W26278 Flush Girt Design Report 11/ 9/01 3:41pm GIRT LOCATION: •Bay No. Girt Id Id Girt 1 2 --- ---- -------- -------- 1 2 7.333 12.000 2 0 3 2 7.333 12.000 v GIRT SPAN: Bay No. Girt Id Id Girt 1 2 11/9/01 EwDes-R.out Page 9 .1 2 Member 10.542 10.542 Id --- Id ------ Size -------- Length ------ Weight 2 0 Header 9C16 16.00 ------ 52.2 STRESS/DEFLECTION: 3 2 Bay 10.542 10.542 )---- ---Moment(f-k )-- ---Deflect(in)-- .Id --- Id ------ Id- Calc -- ----- GIRT SIZE: Calc Allow UC 2 Header WP 0.38 2.75 ---- ----- ------ ---- 0.14 -1.52 7.03 0.22 ----- ----- ---- -0.21 - 2.13 0.10 Bay No. Girt Id 0.21 2.13 0.10 Id Girt 1 2 1 2 6.5216 6.5Z16 2 0 ' 3 2 6.5Z16 6.5216 GIRT ACTIONS: (C/D/Z-Section) 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 -0.56 3.89 0.14 ----- -1:48 ----- 4.62 ---- 0.32 ----- =0.21 ----- 1.41 ---- 0.15 WS 0.56 3.89 0.14 1.48 2.34 0.63 0.21 1.41 0.15 1 2 WP 0.40 3.89 0.10 -1.07 4.62 0.23 -0.15 1.41 0.11 WS -0.40 3.89 0.10 1.07 2.34 0.46 0.15 1.41 0.11 3 1 WP -0.56 3.89 0.14 -1.48 4.62 0.32 -0.21 1.41 0.15 WS 0.5.6 3.89 0.14 1.48 2.34 0.63 0.21 1.41 0.15 3 2 WP 0.40 3.89 0.10 -1.07 4.62 0.23 -0.15 1.41 0.11 WS -0.40 3.89 0.10 1.07 2.34 0.46 0.15 1.41 0.11 W26278 Door Jamb & Header Summary 11/ 9/01 3:41pm JAMB/HEADER LAYOUT: Bay Member Member Member Member Id --- Id ------ Size -------- Length ------ Weight 2 Header 9C16 16.00 ------ 52.2 STRESS/DEFLECTION: Bay Member Ld----Shear(k )---- ---Moment(f-k )-- ---Deflect(in)-- .Id --- Id ------ Id- Calc -- ----- Allow ------ UC Calc Allow. UC Calc Allow UC 2 Header WP 0.38 2.75 ---- ----- ------ ---- 0.14 -1.52 7.03 0.22 ----- ----- ---- -0.21 - 2.13 0.10 WS -0.38 2.75 0.14 1.52 6.44 0.24 0.21 2.13 0.10 W26278 Endwall Diagonal Bracing Summary 11/ 9/01 3:41pm PANEL SHEAR WITH NO BRACING: . Panel Shear (Allow) = 1.00.0 11/9/01 EwDes-R.out CABLE BRACING REQUIRED: Page 10 Bay Level ------ Diag_Brace----- Max Diag_Force(k ) Brace_Tension(k ) Id --- Height ------ Type Size ---- ------ . Part -------- Wind Seismic Calc Allow" 1 14.06 C 0.312 CB0313 ------ 4.89 ------- 0.77 ------ ------ 4.89 5.60 COLUMN BASE REACTIONS: ' Bay Col Max Max Id Id Horz Vert(+/-) --- 1 ---- 1 ---- -3.12 --------- 3.76 1 2 3.12 3.76 Calc Allow UC Wall Panel Report 11/ 9/01 3:41pm W26278 UC 1 PANEL DATA: Bay='1 Panel: Type = HR Gage = 26.00 ; Yield = 80.0 MOMENTS & DEFLECTION: ----- Moment(ft-lb/ft)--------- Span Span LD Support Midspan --- Deflect(in)-- Id d--- (ft) ----- Id -- Calc ----- Allow UC =--- Calc Allow UC Calc Allow UC 1 7.33 WP 117.7 ----- 277.7 0.42 ----- -105.9 ----- 186.6 ---- 0.57 ----- -0.70 ----- 0.98 ---- 0.72 WS -117.7 186.6 0.63 105.9 277.7 0.38 0.70 0.98 0-.72 2 4.67 WP 117.7 277.7 0.42 -1.8 186.6 0.01 0.07 0.62 0.11 WS -117.7.186.6 0.63 1.8 277.7 0.01 -0.07 0.62 0.11 3 3.97 WP 24.5 277.7 0.09 -35.2 186.6 0.19 -0.07 0.53 0.14 WS -24.5 186.6 0.13 35.2 277.7 0.13 0.07 0.53 0.14 W26278 Endwall Design Warning Report 11/ 9/01 3:41pm .. No Warnings ----------------------------------------------------------- - ---------------------------------- W26278 Endwall Weight Summary 11/ 9/01 3:41pm FORCED SPACING: o Total Column Weight 205.72 Total Rafter Weight = 382.40 Total Girt Weight = 107.87 Total Bracing Weight Total Clips Weight Total Endwall Weight EwDes-R.out 7.63 = 42.90 798.68 Page 11 11/9/01 c:\MBS J0BS\W26278\RfDes=1.out Page 1 *W26278 Rigid Frame Design Input Echo 11/ 9/01 2:37pm * (1) JOBID: (Max: 60 char) 'W26278 ' *(2)PROGRAM OPTIONS: -'*Frame Frame Stress Frame No_Of End_Conn Steel Splice 'Build Seis * Id Type Space Space Cycle Lt Rt Code Fix Code Year Zone 1 'RF ' 5.00 25.00 7 'P' 'P' 'WS' 1.00 'UBC ' 197' 13 ' *(3)ANALYSIS OPTIONS: * Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web_Stiffener * Opt Opt Typ Min Max Typ Min Max Use Ratio B_Side 'Y' 'N' 'T' 8.00 60.00 'T' 8.00 60.00 'N' 0.00 'Y ' *(4)DESIGN CONSTANTS: *----------- Steel _Yield(ksi )--------------- Stress _Ratio---- Deflect Limit * Web Flg R_Frm P_Frm T_Frm EP BP Frame Col EP BP Horz Vert 50.0 50.0 36.0 36.0 46.0 50.0 50.0 1.0'3 1.03 1.03 1.03 60.0 180.0 (5) 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 III t V l T V 1 IYI VYI IN' IN' IV B I N' IN' IN' IN-' *(6)BUILDING SHAPE: * No. X__Coord . Y_Coord Offset * Surf (ft) (ft) , (in) 4 0.0000 14.0000 9.000 20.0000 17.3333 9.000 40.0000 14.0000 9.000 40.0000 0.0000 9.000 *(7)MEMBER DEPTHS: * Surf Member * Id Size 1 '--------' 2 '--------' 3 '--------' 4 - -----' --Depth (in) -- Start End 8.000 16.000 16.000 16.000 16.000 16.000 16.000 8.000 *`(8) MEMBER SPLICES: (Max: * Surf No. Splice * Id Splice Loc(ft) 1 0 2 1 0.0000 3 1 0.0000 4 1 0.0000 No. Dep 0 0 0 0 40 total splices) Splice Type 'VEE' ' -EE' 'VEE' Interior_ Depths Loc. (ft) Depth (in) 9 *(9)SEGMENT PLATES: (Max: 100 segments) * Mem No. Seg Len Flange Plate Thickness (in) 11/9/01 -1 RfDes-1 . out, Page 2 ' 1 1 1 0.0000 5.0 0.1120 0.2500 0:3750 2 2 2 0.0000 5.0 0.1790 _,0.2500 0.3750 3 10.0000 5.0 0.1120 0.2500 0.1875 3 2 4 10.0000 5.0 0.1120 0.2500 0.1875 5 0.0000 5.0 0.1790 0.2500 0.3750 4 1 6 0.0000 5.0 0.1120 0.2500 0.3750 *(10)INTERIOR COLUMNS: * No. Col Col Col Col Connection Unbrace Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 *(11)BASE ELEVATION: * Elev 0.00 Left Column 0.00 Right Column *(12)WALL GIRTS: (Max: 20 girts/surface), * Surf Girt Girt Girt No. * Id Depth Project Lap Girt Location(ft) 1 9.00 0.00 0.875 1 7.333 4 9.00 0.00 0.875 1 7.333 (13) ROOF PURLINS: *Surf Purl Purl Purl No. Peak Set _Of Set_Space- * Id Depth Project. Lap Purlin Space Space Space No. • 2 9.00 0.00 1.875 4 0.833 0 3 9.00 0.00 1.875 4 0.833 0 *(14)FLANGE BRACES: (Max: 400 total braces) * Surf No. Flange_ Brace_ At * Id Brace Girt/Purlin Number 1 1 1 2 4 1 2 3 4 3 4 1 2 3 4 4 1 1 *(15)SIDEWALL EXTENSIONS: *Surf No Ext ------- Extension -Size ------- ----Facia Size--- Load *- Id Ext Id Type Elev Width Slope El'ev Height Slope Width 1 0 4 0 r *(16)EXTENSION LOADS: *Ext Dead Collat Live Windl_Coeff Wind2_Coeff Facia -Wind *Id psf psf psf Left Right Left_ Right Left Right *(17)BASIC LOADS: * Basic Wind► Seis Weak Axis Force * Dead Live Snow Collateral Wind Load Load L_Col _R Col * psf psf psf psf psf Ratio k .2.20 . 20.00 30.00 0.00 19.78 1.00° 0.49 0.00 0.00 11/9/01 RfDes-Lout Page 3 *(18)WIND COEFFICIENTS: * Surf --Wind_1--- Friction --Wind-2--- -0.70 • Id Left Right Left Right 1 0.80 -0.50 0.80 -0.50 2 -0.90 -0.70 0.30 -0.70 3 -0.70 -0.90 -0.70 0.30 4 -0.50 0.80 -0.50 0.80 *(19)LONGITUDINAL BRACING LOADS: * 4 ----Wind----- * Horiz Vert 4.03 1.92 4.03 1.92 *(20)DESIGN LOADS: * ---Seismic--- Horiz Vert 2.82 1.34 2.82 1.34 Long Wind 1 Surface Lt Rt Friction -0.70 -0.70 0.00 -0.70 -0.70 0.00 -0.70 -0.70 0.00 -0.70 -0.70 0.00 .. Left Column .. Right Column *(21) DESIGN LOADS: * -------------------- Load -Coefficients --- ---------------- *Load Live/ Live -Wind -l- -Wind_2- Long_Wind -Seismic-- Aux Load *lo Id Dead Coll Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 0 *(22)AUXILARY LOADS: *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(23)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 -------------------- Load ------------------- *Load Live/ Live -Wind _Coefficients -l- -Wind _2- Long_Wind -Seismic-- Aux Load *No Id Dead Coll Snow Right Lt. Rt Lt 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 1710.00 0.00 0.0.0 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 *(21) DESIGN LOADS: * -------------------- Load -Coefficients --- ---------------- *Load Live/ Live -Wind -l- -Wind_2- Long_Wind -Seismic-- Aux Load *lo Id Dead Coll Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id Coeff 0 *(22)AUXILARY LOADS: *No. Aux Aux No. _Add Add -Comb *Aux Id Name Loads Id Coeff 0 *(23)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 11/9/01 RfDes-Lout Page 4 * ' Bay No. * Id Beam 1 0 * (25) CABLES: * Bay No. * Id Cable 1 0 Beam Beam Con_Type Con_Loc Beam Properties Id Ht Lt Rt Lt Rt Area Ixx Cable Cable Cable Cable Id Level Type Area *(26)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.00 ) 0 Bolt Type = A325 Splice Member -Splice(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Id Typ Loc. Width Thick Loc. Id Shr Mom Row W26278 Space Gage Base Plate and Anchor Bolt Design 11/ 9/01 2:37pm 1 15 70 Bolt Type = A307 3.00 0.188 F 0.85 2.78 Bot: 2 Weak 41 2 0.750 3.00 3.00 Column Base Max_Reactions(k ) Axis --- Plate_Size(in)--- 2 --- Bolts(in)--- 2 Loc. ----- Type ---- Comp ----- Tens Shear ----- ----- Tens ----- Width Length Thick ----- ------ ----- Row --------- Diam Gage Left P 16.6 -6.3 -6.4 0.0 5.0 9.00 0.500 1 0.750 ---- 3.00 Right P 16.6 -6.3 6.4 0.0 5.0 9.00 0.500 1 0.750 3.00 W26278 Bolted -End -Plate Design 3 11/ 9/01 2:37pm Bolt Type = A325 Splice Member -Splice(in)-- Tens Load(k ,f -k )------ Bolt(in)------- Id Typ Loc. Width Thick Loc. Id Shr Mom Row Diam Space Gage 1 VEE 1- 2 6.0 0.625 Top: 1 15 70 2 0.750 3.00 3.00 0.188 F 0.85 2.78 Bot: 2 -6 41 2 0.750 3.00 3.00 2 -EE 2- 3 6.0 0.500 Top: 2 -1 14 2 0.750 3.00 3.00 Bot: 1 0 47 2 0.750 3.00 3.00 3 VEE 3- 4 6.0 0.625 Top: 1 -15 70 2 0.750 3.00 3.00 Bot: 3 6 41 2 0.750 3.00 3.00 'WELDS: ----Bottom_Flange---- Shear(k/in ) Size Typ Calc Allow ----- --- ----i -.---- 0.250 F 2.49 3.71 0.250 F 2.63 3.71 0.188 F 2.52 2.78 --------- Web --------- Shear(k/in ) Size Typ Calc Allow 0.250 F1 0.94 3.71 0.250 Fl 0.94 3.71 0.188 F1 0.05 2.78 ------ Top -Flange ----- Splice Shear(k/in ) Id Side Size Typ Calc Allow '1 L 0.313 F 4.54 4.64 1 R 0.250 F 3.61 3.71 .2 L 0.188 F 0.85 2.78 ----Bottom_Flange---- Shear(k/in ) Size Typ Calc Allow ----- --- ----i -.---- 0.250 F 2.49 3.71 0.250 F 2.63 3.71 0.188 F 2.52 2.78 --------- Web --------- Shear(k/in ) Size Typ Calc Allow 0.250 F1 0.94 3.71 0.250 Fl 0.94 3.71 0.188 F1 0.05 2.78 RfDes-Lout Pa ge 5 '3 L 0.250 F 3.61 3.71 0.250 F 2.63 3.71 0.250 F1 0.94 3.71 3 R 0.313 F 4.54 4.64 0.250 F 2.49 3.71 0.250 F1 0.94 3.71 W26278 Stiffener Report -------------- 11/ 9/01 2:37pm Stiff -Plate -Size- Web Load -----Force(k )---- Sides: Location No. Width Thick Length Id Calc Allow UC ---------- --- ----- ----- ------ ---- ----- ----- ---- Left Col 1 2.41 0.500 16..00 1 78.9 79.9 0.99 Right Col 1 2.41 0.500 16.00 1 78.9 79.9, 0.99 W26278 Flange Brace Report 11/ 9/01 2:37pm Flange Brace Yield= 36.0 ksi Flange Brace Bolt = 0.500 (A307 ) Surf No. Id Brace Flange Braces ---- 1 ----- 1 Loc ------------- 1 Sides: 2 Part FB Force: 0.42 BrcUC: 0.23 ConUC: 0.29 2 3 Loc 1 3 4 Sides: 2 2 2 Part : FB FB FB Force: 0.33 0.28 0.33 BrcUC: 0.16 0.13 0.16 ConUC: 0.23 0.19 0.23 3 3 Loc 1 2 4 Sides: 2 2 2 Part FB FB FB Force: 0.33 0.28 0.33 BrcUC: 0.16 0.13 0.16 ` ConUC: 0.23 0.19 0.23 4 1 Loc 1 Sides: 2 Part,: FB Force: 0.42 BrcUC: 0.23 ' ConUC: 0.29 11/9/01 RfDes71 . out,, Page 6- W26278 Weld Report: Web To Flange 11/ 9/01 2:37pm ------- We1d'Provided------ Size Shear ---- Max ----- Member Segment Section _Weld _Shear Load Shear, Id ------ Id ------- Id Id (k/in ) 1 1 ------- 1 ------ ------- 11 0.93- .93- 2 2 2 5 1 0.71 • 2 3 8 1 0.36 3 4 13 1 0.36 3 5 16 1 0.71 4 6 20 10 0.93 ------- We1d'Provided------ Size Shear I Len ---- No. (in) ----- (k/in ) ------- Type ---- Side ---- 0.188 3.71 F 1 0.188 2.78 F 1 0.125 1.86 F 1 0.125 1.86 F 1 0.188 2.78 F 1 0.188 3.71 F 1 W26'278 Special Segment Report 11/ 9/01 2 37pm TOP OF LEFT, COLUMN: ----------------------------- Reqd Initial Web Thick= 0.179 ( 0.112) Flange Width= 5.000 ( 5.000), Flange Thick= 0.375 ( 0.250) TOP OF RIGHT COLUMN: Reqd Initial Web Thick= 0.179 ( 0.112) Flange Width= 5.000 ( 5.000) Flange Thick= 0.375 ( 0.250) W26278 Design Summary Report 11/ 9/O1 2:37pm I MEMBERS: 'Mem Segj Flange JWeb Depthl Id --- Id --- I Len ---- WidlStrt Endl 1 1 13.3 --- 5.0 ---- 8.0 ---- 16.0 2 2 8.4 5.0 16.0 16.0 2 3 10.0 5.0 16.0 16.0 3 4 10.0 5.0 16.0 16.0 -3 5 8.4 5.0 16.0 16.0 4 6 13.3 5.0 16.0 8.0 Plate_ Thickness I Max_UCV I Max UCO I Max_UCI Web 0-flg I-flgjId Ld 'UcvlId Ld UcojId Ld Uci 0.112 0.250 0.375 4. 1 0.82 4 1 0.98 4 1 1.01 0.179 0.250 0.375 5 10.46 5. 1 0.90 5 1 0.84 0.112 0.250 0.188 8 1 0.96 10 1 0.89 10 1 0.84 0.112 0.250 0.188 13% 1 0.96 11 1'0-89 11 1 0.84 0.179 0.250 0.375 16 1 0.46 16 1 0.90 16 1 0.84 0.112 0.250 0.375 17' 1 0.82 17 1 0.98 17 1 1.01 11/9/01 RfDes-Lout Page 7 LOAD COMBINATIONS: 1 - DL+CO+LL WEIGHTS: Member 1 2 3 4 ---------- ---- ---- ---- ---- Weight (lb) 206 304 304 206 Total Weight (lb) : Frame Members = ` Interior Col. _ Conn. Plates = Base Plates = Trans Stiff = 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 ) 6.44 16.63 0.00 0.00 -7.32 -8.35 0.00 0.00 1.35 -4.23 0.00 0.00 2.'50 11.64 0.00 0.00 6.83 13.70 0.00 0.00 -.4.38 -0.85 0.00 0.00 4.29 3.27 0.00 0.00 -6.03 -0.09 0.00 0.00 4.62 -0.62 0.00 0.00 3.14 15.77 0.00 0.00 8.47 15.50 0.00 0.00 -3.09 7.41 0.00 0.00 7.56 6.88 0.00 0.00 0.07 1.29 0.00 0.00 1.05 1.96 0.00 0.00 -0.49 -0.33 0.00 0.00 0.49 0.33 0.00 0.00 4.97 14.82 0.00 0.00 4.97 10.93 0.00 0.00 b DEFLECTIONS : (in) 1020 0 133 13 0 1166 --------- Lateral Defl Load @ Top Of Col Vert Defl Id ---- Left ---- Right ----- @ Midspan --------- 1 -0.28 0.28 -1.69 2 1.20 0.97 0.69 3 -0.97 -1.20 0.69 1020 0 133 13 0 1166 --------- Right_Column-------- Fx(k ) Fy(k ) Fz(k ) M(f-k ) -6.44 • 16.63 0.00 0.00 -1.35 -4.23 0.00 0.00 7.32 -8.35 0.00 0.00 -6.83 13.70 0.00 0.00 -2.50 11.64 0.00 0.00 -4.29 3.27 0.00 0.00 4.38 -0.85 0.00 0.00 -4.62 -0.62 0.00 0.00 6.03 -0.09 0.00 0.00 -8.47 15.50 0.00 0.00 -3.14 15.77 0.00 0.00 -7.56 6.88 0.00 0.00 3.09 7.41 0.00 0.00 -1.05 1.96 0.00 0.00 -0.07 1.29 0.00 0.00 -0.49 0.33 0.00 0.00 0.49 -0.33 0.00 0.00 -4.97 10.93 0.00 0.00 -4.97 14.82 0.00 0.00 a 11/9/01 :RfDes-1:out Page 8 ' 5 -0.75 -0.33 -1.27 6 1.07 1.10 -0.09 7 -1.10 -1.07 -0.09 8 1.82 1.79 0.09 9 -1.79 -1.82 0.09 10 0.64 1.16 -1.57 11 -1.16 -0.64 -1.57 12 1.69 1.92 -0.68 13 -1.92 -1.69 14 0.19 0.24 -0.15 • 15 -0.24 -0.19 -0.15 16 0.21 0.21 0.00 17 -0.21 -0.21 0.00 18 -0.03 0.40 -1.30 19 -0.40 0.03 -1.30 DEFLECTIONS LIMIT: Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 574 574 284 2 133 164 699 3 164 133 699 4 482 212 376 5 212 482 376 6 149 145 5579 7 145 149 5579 8 87 89 5284 9 89 87 5284 10 248 137 305 11 137 248 305 12 94 83 704 13 83 94 704 14 857 681 3287 15 681 857 3287 16 759 759 99999 17 759 759 99999 18 4957 402 368 19 402 4957 368 Max Live Vertical = -1.57, Span/Deflection = 305. Max Horizontal Drift= 1.92, Eave Height/Drift= 83. W26278 Rigid Frame Clearances 11/ 9/01 2:37pm VERTICAL CLEARANCE: .: ,r.: >K 11/9/01 RfDes-'1 Out ..> Page 9 ' Right Col 146-05" (X= 454-0611, Y= 146-05") Midspan 182-03" (X= 240-0011, Y= 182-03") HORIZONTAL CLEARANCE: ----------------- Left Col Right Col 4.28-12" (X1= 25-10", X2= 454-0611) • ---------------- W26278 Rigid Frame Design Warnings 11/ 9/01 2:37pm . No Warnings 16' x 12' OH -opening s _ Centered on the endwall Wy" 5030 window opening 8' 5030 window opening r'shovUert 16' x 12' 4030 window o eninstorae'T.3070 walk doorOH openingp g Centered on the sidewallathroom 10, 3070 walk door 8' --L 1�7 -,Front sidewall 6„ 14' 14 7 6 „J 2030 window opening (2) 16 wide 12'. tall overhead RMS Builders Project Options; door openings (one endwall and: one sidewa11) Brownridge storage • (2) 3070 walk doors (1) 4030 windowop ening (2) 5030 window openings (1)' 2030 window, opening 150 LF of gutters 4 downspouts R19 insulation in the walls a R13 insulation in the ceiling 8 skylights (3 x 11) B' IN ILDiNG DEPA TM `P:ROV:ED . NOTES PERMIT RES vl+v- i vv -vv i - v l I BROWNRIDGE FAMILY— ��r�1�;�'CREEK LN, DURHAM CONT: RICK SHANKS 40X57 STG SHED WRATH PON -- =—c 11 SPECIAL CONDITIONS -A SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITION'S SUB -STANDARD HOUSING LETTER JOB FINALED ( ) Y—v l Signatur CHECKED BY x fh i Ii. .t. 1i j PERMIT RES vl+v- i vv -vv i - v l I BROWNRIDGE FAMILY— ��r�1�;�'CREEK LN, DURHAM CONT: RICK SHANKS 40X57 STG SHED WRATH PON -- =—c 11 SPECIAL CONDITIONS -A SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITION'S SUB -STANDARD HOUSING LETTER JOB FINALED ( ) Y—v l Signatur CHECKED BY V=OK Water; Location -Test -Easement Needed (Sketch) 0 = Not OK Electricity; Location-Clearances-Grnd-/ /Amp -Concrete - = NotAppticable MOBILE HOMES = Not Ready 7. Date MOBILE HOME UTILITIES (Plans) OK except 11's Utility Clearance 1. Zoning Requirements -Setbacks -Easements FINAL (PI ns) OK except #'s 2. Soils; Special MH Support Sketch 1. 3. Sewer: Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance FINAL (PI ns) OK except #'s 1. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except tf's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE52LCARPP. TStGARAGE (Plans) OK except N's oning uirements-Setbac s -Easements Ings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Date ,2. Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (PI ns) 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- Pane lboards-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 (%4 Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors CI. niqg�Setbacks- Ease ments-Flood-Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. g., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Ste ails, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings old Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stee�-,Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Pie�eplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date 1,01-1 Date } Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date PLUMBMG ermit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htc; Vent -Access -Combustion Air Baffle Ext. Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Receptacles at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Insulation -Foam -Looked in Attic 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Guard Hails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor Q Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Insild./Drive :1 Yes J NoMalks :J Yes J No/Planters Yes ] No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 86. 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 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Date 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 P ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -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-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Hails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive :1 Yes J NoMalks :J Yes J 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: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES `411 Main Street - Chico, CA - (530) 891-2751 7 County Center. Drive • Oroville, CA - (530) 538-7541 CORRECTION NOTICE ER (-309 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work Is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �� a COUNTY OF BUTTE ,BUILDING DIVISION . , . . . . , • ' ' ' ` • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, C _-,(530)=891 2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work Is comp) ted. If you have any questions pertaining to this matter, or need additional explanation, plea,ge contact this office immediately. 1;W61/sM1, COUNTY OF BUTTE i .. • — BUILDING DIVISION .............. I r j DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE I/ 11z'117 6/' Gil PERMIT NO. A routine Inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' S ' . ' COUNTY OF BUTTE BUILDINCADIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 7 t -f- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co t this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-3095 Ass 64lf *ftT- M7 ZOM BUILDING PERMIT OWN ISROWNRIDGE FAMILY TE34LNE0800 SO. FT. OCC. BUILDING VALUATION 300 1! 11 54,000.00 °WNT6 " f=GE LN, CHICO 95926 CHfQJENKS TE9P4 4'-!9312 ;SMTTotbpl""�SCHICO 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4.000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 432.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 281-19 BUILDINGADDRESS 9836 NIKKI CREEK LN, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 733.62 LOT NO. 4 SUBDN610N5 NAME RCEL MAP 142-67 69 12-29-97 8.774 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other STORAGE BLDG SPECIFY Each Trap 7-0021.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other It Describe Work: 40X75 STORAGE BLDG W/BATH Gas piping system t - 5 outlets 15.00 15 00 Building sewer 15.00 j5 00 Mobile Home IS I GI W1 920.00 PERMIT FEE $ 101.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service '."'.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code, and my license is j tll force and effect. � �� License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELIJNGOCCUP. OR ADDNS. ( a A.C. BLDs. SO 3.50FT.' 105.00 NEW CONS MULTI.OUTLET NON-RES1D. u @7.50 POWER AP= US 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'50 aAL o .so Ex. Occup. °Flx� Aa D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 148.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 4 1 should become subject to the wor mpensation provisions of section 3700 of the Labor Code, I shall f pehwit vph those provisions. X A Date ©I Signature plicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excav do over 5'0" deep and demolition or construction of structures over 3 stories in hei t. Mobile Home Installation Fee $ Energy Inspectio Fee $ v°C T. TOTAL FEE $ 982.62 HAZ. I P F.O.1� Q �y C P su This permit is hereby issued under of the Butte County Code and/or indicated above for which fees hav By PERMIT EXPIRES ON3 the applicable provisions Resolutions to do work een paid. zi Date ReceiptNo. .3 - a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I Oct -22'-01 01:46P P.Ol `BOUNTY OF BUTTE-'EPARTMENT' OF DEVELOPMENT SERVICES - BUILDING DIVISION (Rev.127 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ) 40 APPLICATION AND PERMIT �!. PERMIT NO. A83 MfS7011IMGQ 14J BUILDINGPERMIT OwNEA 3 pM,��O SO. FT. OCC. BUILDING VALUATION X 043 b( 'c���sc ►. �'Gta��, cjS' G, X00• ®o Coke IRUCT1oN LENDCR ' — LENDER S Nwuwo ADOrils ARCHnECT tN1 CNW1 EEM MrCWTECT OR ENONEERt N11LN0 ADORES! e iOADDRESS/- .- >>-, .OT No susm"ONsmue USEOFSTRUCTU SFO DuplexEl Mobllshome 5e Other Et TYPE OF WORK New O Addition O Remodel ❑ UbWes O knees Describe Work: __ I o X -7 s �-- L,0 1'� : A- E� Ds20 Q - 'PERMIT FEE PA2b ►2 2�i RE EpFilin "Fe NO. e Energy Plan Checking Fee PERMIT FE MAP PLUMBING PERMIT 5177 A e— Each Tra Solar or heat pump water heater Water Piping Each gas water heater or vent Got piping system 1 • 5 outlets 0 Other o SRA s SHERIFF # OTHER s AMOVNT RECEI Mb : 111111P. WIRM " TO 0E PVT INTO COmweR eunaing tower Mobils Home PERMIT FEE ELECTRICAL PERMIT Mein Service ( eoov OR tiers L xw ora 1Ess Wain Service ( row ro row.% 1 V � V = 20.00 i i 20.00 7.00 23.00 15.00 15,00 15.00 15.00 420.00 n Fee 20.00 23.00 46.00 3.SQ-1° EX. O=�� RE7 &L PERMIT FEE 1 2 ILLIV.00 1 MECHANICAL PERMIT I iling Fee 1 20.00 Heatin 6.50 PERMIT FES I S Mobile Home Inatadetlon Fee 1 L Energy Inspsctlon Fee Is This permit Is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON IF Got Ex. °q Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 2 ILLIV.00 1 MECHANICAL PERMIT I iling Fee 1 20.00 Heatin 6.50 PERMIT FES I S Mobile Home Inatadetlon Fee 1 L Energy Inspsctlon Fee Is This permit Is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON IF INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, ROVILLE FROM: 7� C , ENVIR. HEALTH, CHICO /r �y DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: —® ADDRESS/LOCATION'. N1 Keel /plc Comments: GL/memos/releasehold �S ., + , - "� !. A � ,� - � -. �[ . � .. � . , i ... - ; � _.1.i.; L.t. — - ) �1Y 4� !'s v-.�% ;�iy �.�: LJ:'}I,s ti• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: /yI�/ ASSESSOR PARCEL NUMBER: tJ`f_/00—mg Proposed Building Use: W A&tA Building Inspector: Date: is - -0 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received ' By ❑ 1. All items have been submitted ❑ 2. Plot plans,. 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. .: ................................................................ ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. 0 10. Fees of $.......................................................................................................... ❑ 11. Impact Fees as shown on the attached schedule.................................................................................. 12. California Department of Forestry Plan Approval/Fees...................................................................... 13. Flood Elevation Certificate.................................................................................................................. Sanitation and Plot Plan Approval Environmental Health Department .......... _ 5. City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: C- (B) Parking: ........... 14-0 i ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainagegal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... Q 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... (3 22. Workers' Compensation carrier and policy number............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. ❑ Letter of Signature Authorization........................................................................................................ Recorded Copy of Agricultural Acknowledgment tatement.............................................................. •ti .hof Intent on Building Us etached Accessory Building Form ... ........................................... 2 / Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits . ........................... ............................................................. ❑ 29. ❑ 433 A, Ll Grant Deed, ❑ M.H. Title, L] Check to H.C.D. $ ..................... ❑ 30. Other .................... When you issue the permit, process as follows: ❑ Mail to Owner, Amail to Contractor. ❑ Telephone 8!01 and hold for pickup at office. (j Deliver with Inspector. Applicant:Date: 17 -7 —O 1 Copy of Haz-Mat form sent Ll Health Department, L) Fire Department, Ll Air Pollution �LQ� JeS By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth 1. Index permit Application for the above items numbered: 2. Additional items required: Contrac designer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Yellow Copy - Department of Development Services - Building Division Date: By: ❑ Plan Check List i r - J Q mail, ❑ Building Division counter, By: P4 Date: ❑ phone, Q mail, ❑ Building Division counter, By: Date: ❑ phone, ❑ mail, ❑ Building Division bunter, By: Date: ❑ phone, Q mail, ❑ Buildin avis' n counter, By: Date: Plans reviewed by: Date: Note transfer by: Date: I I:Qei Name JDAVIS FAMILY LIVING TRUST Addr1 JDAVIS WILLIAM F &ANNIS J TRUSTEES Addr2 1893 GARDEN RD Addr3 I DURHAM CA 95938 Addr4 Comments IWAS PT N 040-014/024/025 GARDEN Creating D oc# 1997R S 1 42-67 Dake 12/29/1997 Current D oc# 1997R S 142-67 D ate 12/29/1997 Filling Doc# Dake Asmk DescjW GARDEN RD SplCntF Zoning D well Acres 6.7 N /C 040 Asmk # 040-100-067-000 Fee # 040-100-067-000 Status ACTIVE Status Dake 1.2/29/1997 Tax [000 INORMALOWNERSHIP TRA 070-019 Situs 10 GARDEN RD DUR Base D k Land AgPres S truckure Etal Fixtures N okes G rowing B onds Total L&I multi Situs Fix. R P Flag1 MH PP Flagg PP Asmk PP Pen E xemptl Tax PP Pen Appeal Pending Split Pending Land 63,294 S truckure 4,692 Fixtures 0 G rowing 9,919 Total L&I 71,305 Fix. R P 0 MH PP 0 PP 0 E xemptl 0 Netj 71,305 R1C#j T!R DtF - R1C Stat RHY I OWN I EXP I TAX I HHN I ATT I SIT - I APR. I HCL 1� Find [71-1111.r- n-7 inr 1nnnr n n� nr nU J Jan -09-02 11:18A RMS Builders 530 898 9330 P.Ol COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: ONE: UILDINO PMT. 0 OWNER:/Z®[29N2P�iee� �Gf >�I��YLI —�20/r �COu9ilL/1r�('pPHONE:Y MAIL ADDRESS: SITE ADDRESS: PROPOSED USE: _ 149 ax 4 CONSTRUCTION FEATURES: 14. Will this budding have insulated floor, wags, or ceding? 19. NO this building be heated of cooled? 16. Will this building have a water closet/toilet? IT Will this building have a sink? 18. Will this building have a water heater? 90. WAot type of 4- ee.. i -a will Oka buildlne ko..e? 20. What type of wall covering will the budding have? Yes: No: Yes: No: Yes: No: Yes: No: SITE CONDITIONS: PLEASE ANSWER QUESTIONS 1-20. PUFASE EItPtAIN TEs ANWAM (2AS) a TLE SPACE PROVID® ON THE REVERSE OF THIS FORM. (MEASE PRECEDE EACH COMMENT WITH RELATED QUESTION e) Yes: No: _ x 11. GENERAL INFORMATION: Yes: No: x 12. 1. Is there a primary dwelling on the property) Yes: No: X 2. Is the structure already bunt, under construction, or under notice of code violation? Yes: No: a( 3. Wig items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: 5. Wig any advertising, on or off site, be associated with the use of this building? Yes: No: X 6. Val this building be occupied at any time as a sleeping quarters? Yes: No: 5_ 7. Will this building be occupied at any time as an eating area? Yes: No: _x_ 8. Will this building be occupied at any time as a cooking area? Yes: No: x 9. Will this building be occupied at any time as a Wing area? Yes: No: x CONSTRUCTION FEATURES: 14. Will this budding have insulated floor, wags, or ceding? 19. NO this building be heated of cooled? 16. Will this building have a water closet/toilet? IT Will this building have a sink? 18. Will this building have a water heater? 90. WAot type of 4- ee.. i -a will Oka buildlne ko..e? 20. What type of wall covering will the budding have? Yes: No: Yes: No: Yes: No: Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septi tank or 19 of leach Ines? Yes: No: _ x 11. Is any portion of the proposed structure located closer Ihan 20' to your front property fine? Yes: No: x 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: X, 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this budding have insulated floor, wags, or ceding? 19. NO this building be heated of cooled? 16. Will this building have a water closet/toilet? IT Will this building have a sink? 18. Will this building have a water heater? 90. WAot type of 4- ee.. i -a will Oka buildlne ko..e? 20. What type of wall covering will the budding have? Yes: No: Yes: No: Yes: No: Yes: No: Jan -09-02 11:19A RMS Builders 530 898 9330 P.01 S1N3WW0:) =31v(l :AG 03M31A3a 36n WAIGraWd30 WA Alva 3> IA MOTS &W3NAM10 31da 3WIVNMS 3NMo �L Q An porago 004" - a um—PA sm to of mpsip wrbw +tet a iia oPR3 iaa I" PUN uay q anew b- &qwq s l Io *— jo aop-mp -'— oip cl I* A- lip FMW W- I pus OM & uopsu-m -co ap AMOW to Apued wpun nuiys M+so4 I 'NOIIVWZlOdNI IVNOWOOV George W. Brownridge II, D.D.S. Oral and Maxillofacial Surgery Diplomate, American Board of Oral and Maxillofacial Surgery, 1043 Village Ln., Chico, CA 95926 FAX (530) 343-6365 Phone (530) 343-1685 V Date T L 12-1)-0 1 SITE PLAN REVIEW APPLICATION AP# 0HP—)20-0G-7 Permit Number (if applicable) D1— '�09 S APPLICANT L,VFOKVfATION Parcel Size: B �7 A C_ Owners Name: Owners Address: 1 O 9 '� V 1 L,L'q 6r L)v , t✓} -l1 C.C7 9 2 (p T2.1 G 1� Si -1 �n� KS Telephone No.: 3 92 GO DO 99 9 - 93 I t-2— Situs Address: mil ItjL1 CaG, 6 K L1J• Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ® Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved . ❑ Resolve Problems Prior to Approval J1 Site Plan Stamped Approved B v Date Page 1 of 5 ALL 1 1 r.iv1J l.tit.( &LIJ AFFLY TO 1 HE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: A — C • Flood Panel No.: C> 5'zo (�, Index Date: 6 — 8— C� g ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ElAgricultural Acknowledgement Statement Zoning: A —1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2ui3 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -0 Side D Side Street Rear Height W'aterwav I N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2ui3 i' . Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Q Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) v • Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements -------------------------------------------------------------- : 3 of 5 Subdivision Mar), -Parcel Map: vlap Date of Recording: Lot: 1-1 ❑ Use Permlt/N11nor Use Permit Permit Number: Book: 1 H Z Date of Approval: ® Comply with the following Conditions of Approval: ❑ Nfeet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ® Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil, disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required Page 4 of 5 ® ALL hl i✓Lt-S � hi G 1� � A� � � f � V � � -E 12 O DE- -F'I 12G DST . c.tS S Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. c.\Mv DocumenwBuilding Permit Site Plan Reviewl.doc Page 5 of 5 TO: Building Department FROM: r' Environmental Health SUBJECT: Sanitation Clearance M 1 Plot Plan AttFloor Pian At Sent to A.D. k>,y- ra Z -42Z--4 /))W1 ZAL D /lea �f�7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well _ Clearance for dwelling. Other l Hold final for: anal—clearance O.K. for: NOTE: E vironmental Health Specialist 8/96 I� Date .;�"• Back sidewall APPFtOVEU Butte COUy EnVironrnental r ® 16' x 12'. OH openingCL s d Centered on the endwall m 5030 window opening F 8' 5030 window opening shower unit 16' x 12' 4030 window opening } storage 3070 walk door OH opening p g Centered on the sidewall farm bathroom 10,, 3070 walk door 8'' Front sidewall . I 7 6" 14' 14' 7'6" 2030 window opening "x (2) 16 wide 12' tall overhead RMS Builders Project - Options; door openings (one endwall and one sidewall) Brownridge storage (2) 3070 walk doors f (1) 4030 window opening (2) 5030 window openings (1) 2030 window opening 150 LF of gutters_ 4 downspouts R19 insulation in the walls R13 insulation in the ceiling 8 skylights (3 x 11) Environmental Health DEC - 7 1001 Chico, California 0(e7 0?129/2002 13:59 5303454743 DANIEL J DOBBIE PAGE 01 DAN EI, I DOBBIE Professional Engineer 20 lbiayfair Drive Chico, CA 95973-0707 Td*phorwJF&x(530)343.4943 QQAobbis(alEs room July 29, 2002 Job No. 2014 County of Butte Department of Development Services Building Division 7 County Center Road Oroville, CA <15965 Re: Brownrid.ge Garage, Reinforcing in stem walls. -) Dear Building Official, The contractor, Rick Shanks, has informed me that he will need to provide deeper stem walls in the shop area of this project. Since earth will be bermed up against the outside of the finished wall, with 12" maximum concrete exposed below the floor level, the stem wall will not need'any vertical reinforcing steel. Respectfully, Daniel . Dobbie P.E. C42028 K, o r i T' d80 :.00 20 62 I nC I NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A- PROPERTY OWNER INFORMATION Forlrisurance Camoanv Use BUILDING OWNER'S NAME Policy Number GEORGE BROWNRIDGE h A r. , .:.; BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number NIKKI CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A.P.N 040-100-067 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) NON-RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):..... ( #e - ##'-##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. _ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY 060017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX co B7. FIRM PANEL N/A. _ft(m) B9. BASE FLOOD ELEVATION(S) NUMBER N/A. _ft.(m) B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 520 C 6$-98 6$98 AE 172.5 DIV. II IUK:dW UIe JUUIcx cI uie base ricoa Gevaoon tort) para or Dase n000 aeptn entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/All A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 ConversioNComments Elevation reference mark used RM 59 Does the elevation reference mark used appear on the FIRM? ® Yes ❑ No ❑ a) Top of bottom floor (including basement or enclosure) 173. 95 ft.(m) co ❑ b) Top of next higher floor N/A. _ft(m) O c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) 0-6 C3 d) Attached garage (top of slab) N/A. _ft.(m) E o O e) Lowest elevation of machinery and/or equipment w v servicing the building (Describe in a Comments area) N/A. E ❑ 0 lowest adjacent (finished) grade (LAG) 170.3 ft.(m) z' O g) Highest adjacent (finished) grade (HAG)170. 5 ft.(m) N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 8 ❑ i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) QROFESS/0,V ,Z`PEL c M 0 m No.28998 Exp. 03-31-07 s CIVIL ��, T9lFOF CALIFOP� SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 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 MICHAEL S. BYRD LICENSE NUMBER RCE 28998 .REGISTRATION EXP. 03-01-07 TILE CIVIL ENGINEER COMPANY NAME ROLLS, ANDERSON & ROLLS FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For osurano+ Company User. BUILDING STREET ADDRESS (Indudirg Apt, Unit, Sub, and/or Bldg. No.) OR P.O. ROUTEAND BOX NO. Poky Number NIKKI CREEK LANE CITY STATE ZIP CODE Compan)r NAIC.NUmber DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAAssued or communitymissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT TE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. FJevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here ff attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 04/03/02 CLIENT: RMS Builders Rick Shanks P.O. Box 7846 Chico, CA 95927 PROJECT: Brownridge Family Residence (Nikki Lane) Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut. turn ast snu Impact Test sec 3/4" 28,000 +5% 3 sec. DESCRIPTION OF WORK Arrived at the jobsite at 1000 hrs. to.perform special inspection of high strength bolting at the Column to Beam and Ridge 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 3/4" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. The Calibrated Wrench Tightening method was used per Section 8(d)(2) of the RCSC Specifications. 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 using an impact wrench. We recorded the amount of time (in seconds) that it took to achieve the required tension for each bolt size. Three readings were recorded for each bolt size in order to establish an average job test time to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. Eachybolt assembly was installed and tightened to a snug -tight condition'by the contractor prior to tightening. There were a total of 60 bolts in the structure, all 60 were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 high strengtbolts installed in the '.CC, structure have been properly tensioned in accordance with the RCSC Speci. ca�rls•f8r ctural Joints contained in the AISC Manual for Steel Construction.�/ c-aoL'C_�; P. Dickinson Inspector ICBO # 1108175-85 E C-038692 Exp. 3/31/05 Staff Engineer 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Y �3�z "`"� �� �•, ,. �t� • � - C.a ti � 1 1• � � � Y� t� / r �+� ��' �l r^.. v ♦ � �.t Y �3�z "`"� �� �•,