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HomeMy WebLinkAbout042-030-038"�F IL 427-03='38 296-91B HUMPHREYS, . - 2990 Alamo Ave; Chico. 49 t A' (private storage bldg) � ,J �" N O M ��■��� p-laint w4f te 14 w 7*cti W . ......ME 7.-7 "N Y04 - Rr L 4M, Complaint Location en y VIOLATION TYPE HEALTH 6 T� n -'j V .; n C, Ar 5 est 4V 1, 4. ",77 .... wt"- EN_ 7 �.,� PERMIT HISTORY rON FILE ` NONE t k ��-z'n- 0 AS';;'FOUOWS:..-..--, 9 1 :ig Tf Lq#jp 44 •S �z '14Z 2.. -, ;77' V zt, U1 Small -,-,,,..,-,�.,,,�..FIELD .:'.-INFORMATI q _. 'IS 011 TENANT Mid Addr J.I Y V ip ion 0 of Violati' f�WA "AA Axi �R& 7 z v - OnIE' (Zi DENTIR: 2 r 9 7-` - Apprux. Bldg.'/MH Aa CI ' Under Construction .,Built EV./'For- Present Owner Q Previous Mer- Occupied W. Power o Has Gas 5/7, Ha�s'S'anitation Fa cilities, ritten Noti6e Give' n A Attached Person Contacted ZY Describe'Action Taken:s. - V 7r... f :ACTION RECOOMiD -.-Informati6i"6fil Day etter , 4; Y. `F4 ."n W t %I ter. z 'p - 4M i Sr t M DATE - A5 �, 40. 47..-03-3.8 296-91B HUMPHREYS, iKeith MO Alamo Ave, Chico W (private storage 'bldg) o ° , 8 ms go °0g a po 9 , ° •a �'' ' °.rn�+�:;a+-�'i�"�y-��c_ b�. �=�ra=-. �8°ar��.v P�S•�"ti°m:."c7 °. ° :� -�°. °°.' _ o , o. .,�a °°©° ti a� ec+��.,.�. °c°o� ,.... ., °°iu3x- o `��n"��°w � :..", �?dbs� ,:. A � " Complaint Date Z-- C, Q Other. Date � 1 ° Uc%o ji/S�1 i�-��'(7 BUTTE COUNTY COMPLAINT FORM OWNER �� � , 14U 4 A.P. V2 —0 3 —3C Address 2l�!`�'� �' �.A-� � Ate. C-(tLL Q Zoning 57/'-Z -1 Complaint Location" -/—c ee a -.c. 01. Taken By: VIOLATION TYPE BUILDING [�. HEALTH Q PLANNING- OTHER COMPLAINT: PERMIT HISTORY ON FILE NONE AS FOLLOWS: . sL C 6-7—f FIELD INFORMATION �s TENANT: Name QAtLAti - Address a 9b V t OTHE',i E.;,i'1MTTTIR: G viaea� (c'7-41 Apyrc,x. dg. NZ Siae S -A- A4 6P -*2 Aprrux. Bldg./MH a -a 11 0 Under Construction Built Ey/for-��- Present Owner Q Previous Owner Occupied W ?k%;11 F Has Power al Has Gas lu'o Has Sanitation Facilities Written Notice Given & Attached CK Person Contacted Ct4y--k Describe Action Taken: ACTION RECOMMENDED : (1 , / 1 , ,; Y !`l % 1 Information onlf, 1 file /11 r u is i { • f 4 4 1t - 10 Day Letter Letter �,� t 1 , c Hold for Days Other C�0 ` '7 - VOL'BY: DATE Q�r� -,dam% t�0z Complaint Date C1 Other Date y BUTTE COUNTY COMPLAINT FORM. OWNER 14 u Ali y c c A.P.2 Address Z lS''o a .� �"lr-P. C it c c. o Zoning Complaint Location�o rea,c. ,� ;�-q %`o /moi �� • Taken By: VIOLATION TYPE Q BUILDING Q HEALTH Q PLANNING OTHER COMPLAINT: ca i7 1-� e � PERMIT HISTORY ON FILE Q NONE AS FOLLOWS: 99L-9;/ �12-� r(A fe� FIELD INFORMATION TENANT: Name Address Description of Violation OTHER COMMENTS: Approx. Bldg'./MH Size Approx. Bldg./MH Age Q Under Construction Built By -/For -Q Present Owner Q Previous Owner Q Occupied Q Has Power Q Has Gas Q Has Sanitation Facilities Q Written Notice Given & Attached Q Describe Action Taken: ACTION RECOMMENDED: BY: Person Contacted Information only, file 10 Day Letter Letter Hold for Days Other DATE COMPLAINANT (�41L �i G1 �r�t 4AJ ADDRESS: PHONE NUMBER: OTHER COMMENTS: f j � sir RESIDENTIAL__--- `�' 296-91B ' r 42-03-38 j" ij HUMPHREYS, Keith 2990 Alamo Ave, Chico ' + (private storage bldg) ` r 4 C /C /B T � F • �p e I• r� F 0 j } JOB FINALE Signature r r J=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (; = Date UND FLOOR (Plans) OK except #'s Zonin Setbacks -Easements -Flood -Slope s -Flet. Grnd.-�De th . Ftg., Garage; Soils-Steel-Elec. Grnd.-//?VFtg. Depth s, dckouts-Wrapped 6 temw Is, Garage; Steel -Bloc kouts-Wrapped 6a. Ho Down d Special Anchors lab; S" -Wrapped L y -9/ 8. Piers -Fireplace Ftg.-St e 9. D.W.V.; Fall -F' in -2 Way C/O -Sewer Test 10. Pipe; S&5XnChors 11. ter_9)W, Test -Anchor -Regulator -Service Test 12. qjac ric; Underground 1 ienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date C -/-Z V-y7card B-1 Date Card B-1 Datej�-�J-g/ Card B-1 /dam ( Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI n 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. J \ Cu or Al 1 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect V 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 1 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic to Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearino (NOTE: An entry must be mac ,Ingle &. Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Datsy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date V Card B-1 Date Card B -1 - Card B-1 Date Card B-1 Date Card B-1 jr Date Card B-1 Comments at Final: e each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive-.Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT -46 ASSESSOR PARCEL NUMBER 20-0 ZONING S -R 1 BUILDING PERMIT OW Keith S. Humphreys TELEPHONE 891-6111 SQ. FT. OCC. BUILDING VALUATION U Rig) OWNER'S MAILING ADDRESS 2990 Alamo Ave., Chico, CA 95926 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER Robert Heaton LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 2044 Palm Ave. , Chico, CA 95926 Penalty $ BUILDING ADDRESS 2990 Alamo Ave., Chico, CA 95926 Permit fee $KIT, ' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUREfNV SF ❑ Duplex❑ Mobilehome❑ Other storage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK NewU Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: installation of metal storage building Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec: 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.R CC. BLDGS. ) A New , �z¢sgft CONSTR( U TI OUTLET BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20®30Q BALD 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject u� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyotTPE to enter upon the above-mentioned property for inspection purposes. 1 also agree t save, indemnify and keep harmless the County of Butte against all bil ' s, judgments, co s, a expenses which may in an way accrue a ai my in cons uenc o an Ingo ''s pe it Date o2 Sign ura of Applican — Owner ' Controctor ❑ Agent ❑ An OS ' ermit is required for excavations over 5'0" deep an�y�nolition or construct- Lion of struct res over 3 stories in height. LL5j Mobile Home Installation Fee $ Energy Inspection Fee $ VButte TOTAL FEE HAz --- CUA — PARK r— SCHL fLD PA PD HD Issu tz This permit is hereby issued under sions or the Butte County. Code and/or work indicated above for which fees SECTOR OF PUBLIC By 2E�_Date PERM EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS e -?,—I S-- [ Z-' 83305 - 110,i s 1:3, Receipt No. 3 3 Z - Od WHITE-D.P.W.. YELI 7W -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE- D-PARTMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTS R.DR'I,VE - OROVILLE, CALIFORNIA 95965 TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET r , Permit No.y OWNER T'� � � � 7/�-- A.P o. Proposed Building Use ell- Bui Id i ng, Inspector Date At time of permit application, I was advised the following data must be submitted priorto permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in"",duplicate/tripolicate, signed by, preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........................................ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............:.. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions �10. Fees of $................ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... —School Distr t fees paid .............. �1S�anitation approval from /�� C Health Department — —� 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. 18. 19. 20. 21. 22. 23. 24. Planning approval for (A) Use: (B) Parking: Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance ................... Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... When yo issue the ermit, roce s as follows: Mai ,ner. Mail to contractor. lephone<�;�? and hold for picku / office. --—Deliver w. /inspector. Other MX _ // i Copy of Haz-Mat form sent Health Dept. Fir�,D.ept. "Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance:'(Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor,, designer, Or, was advised of above required data by Vhone_mail—counter by-J�..date_' Contractor, designer, owner, was advised of above required data by—phone--mall ter by date_ Plans checked by Date Plans approved byt Date 3 Sets of plans on hold in Copy—DPW File cabinet AP folder TO hi Buildinv Department FROM: Environmental Health SUBJECT! Sanitation Clearance V--- Z�CLcD k�o _..� wner Location AP# Plan Approved for: Sewage Disposal Water Supply Hold final for:. Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other NOTE * * * � I Sanitaria D to COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916 -538 -7541 - OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. /1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) J 2. I (have/have not) WA signed an application for a building permit / for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction:. Name Address City Phone Contractors License No. 4: I plan to provide portions of this work, but I have`hired the following person to coordinate, supervise, and provide the major work:. 'Name . Address City Phone Contractors License No. - 5. ..I.will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address.. Phone Type of Work Signed: Property Owner r Social Securi er Date NOTE: This Owner -Builder Verification is -sent to you as required by Sections 19831 .and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CAUFORNIA•95926 (916) 343.8038 '10B-y-liallriq 4 M P1*A_ys - Meta_ 4 c..t.')w SHEET NO_ / OF 2 . .r CALCULATED BY _ DATE—�� C-qiq i CHECKED BY DATE SCALE Np01C1 b11 NtSs'Yt.,C�p Ym Qllii 0 /i f JOB /0&tP�V i Ma7W-t 44 • ROBERT B. HEATON, ARCHITECT SHEET NO. OF 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 3434038 CALCULATED BY DATE CHECKED BY DATE SCALE C5 mow M&; =-FK i. MAY. ft. owl ................... .... .... . . ....... ARC- , . . ... . ..... . . ... ....... w,acr .... ....... . ......... ............ ....... ......... ... ..... . . ........... ........ ............... . ........... .. ...... ............ ............................... .. ..... . . ............. . ... ...... ... ... ...... .. . ........... .......... ... ......... .. . ...... C ....... ..... C5 mow M&; =-FK i. MAY. ft. owl 12, a COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS R PARC NUMBER ZOIJ,Lw )�G Z 0 3 - J BUILDING PERMIT Ow ER c / TE Pj� N �/ ✓. 7 S -I (a S0. FT. OCC. BUILDING VALUATION OWNER'S MAI ING ADDRESS 99�?d 167 c v elW F gs-gz 6 D o d CO WTOI AI+,yE ' TELEPHONE CONTRACTOR'S MAILING ADOR�E Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation s LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee s A O ;C ENGIN E� )10LICENSE NO. 9 Plan Checking Fee s AR HITECT W ENGINEER'S MAILING A DRESS �C 0 �. %S" q 2 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other Y� 612 15 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00e TYPE OF WORK New [V,2� Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: /y�'�22<1 L 0 x) 61 IVr rAi L Sl`-D12gc e a,� p / N Permit Fee $ Contractor" ELECTRICAL PERMIT Filing Fee 10.00 LE00V ORSS Main service 100 AMP 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification r 71 1, as the owner, or my employees with wages as their sole compen- sation, will do tbe.work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.& OR AODNS. ACC. SLOGS. , 4sgft NEW CONSTR ULTI.OUT LET NON.RESID BRANCH CIRCUITS) 2.50 ea APPARATUS Q l SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES p e09 0 2ALO 30 FIXED APP LNS. OR Ex. DCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. a I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked.. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating T- Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against i , judgments, cost , and expenses which may in an way accrue anlidCo my in conse nce o ranting of this pe it Date gnatu pplicant — 61 Owner IVContractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deepnd demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee g occ CONST TY PE TOTAL FEE $ I HAZ CUA PARK SCHL FLD PAR PD HO , ISSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ��C — Quonset Buildings A United Dominion Company January 9, 1991 HERITAGE STEEL BUILDINGS P.O. Box 470 North Little Rock, AR 72115 RE: Job # 96788 Keith Humphreys Chico, CA Gentlemen: 9/ BUTTE COUNTY ' BUILDING DEPOWNfi: APPROVE Jiff 3/1z/9/ Quonset Buildings 2250 Lower Lake Road PO Box 4369 St. Joseph, MO 64504 Tel 816 238-7550 Fax 816 238-8127 This is to certify that the referenced QUONSET BUILDING System has been designed for the following non -combined loads: 1. Building dead load. 2. Roof live load of 16 psf on the horizontal projection of the roof applied to the interior primary framing components. 3. Roof live load of 20 psf on the horizontal projection of the roof applied to the endwall primary framing components. 4. Roof live load of 20 psf on the horizontal projection of the roof applied to the secondary framing components. 5. Wind load of 80 mph applied in accordance with provisions of the 1988 Uniform Building Code for exposure "B". 6. Two psf for dead load of purlins and sheeting. 7. Seismic load applied in accordance with provisions of the 1988 Uniform Building Code for zone 3. The steel design is in accordance with QUONSET BUILDINGS standard design practices which have been established based upon pertinent procedures and recommendations of such organizations as RISC, AISI, AWS, ASTM, etc. This certification does not apply to the design of the foundation or other components supplied by others. Further, it is understood that erection of QUONSET BUILDINGS furnished items will be in strict compliance with pertinent documents furnished by QUONSET BUILDINGS. Condi Qt�O� S UI Samuel L. Love, P.E. y L. LE-� Engineering Manager • to. C•29941 m .SLL/gab * •; i ) f -u': cc file �l'�%' 'see OF / v 1, 3, 0, 0, U DEAD LOAD + LIVE LUAU + t 1.0'1 ^� 1,73,41, 0, U DEAD LOAD + 88UR.0 WIND BACK(I) t EP SUCTION + + 1.3' BAY SPACINGS FOLLOW: (BACK 5TuEWALL LEFT f0 RIGHT) FRAME DESIGN - INPUT CONDITIONS JU?: 9578cs 1 A UNIT OF AMCA INTERNATIONAL CORPORATION BUILDING LENGTH oA,L; 1 JOB 967d8 1* DATE: 1- 3-91 BUILDCR HERITAGE 1 PURLIN ANT: GIRT DATA FOLLOWS: PKOF1T CF:�vTER: MISSUUk! CUSTOMER KEITH HUMPHREYS BACK SIOEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS U' 8 1/ 2" 1 JOB SITE CITY CHICO, CA. MAXIMUM GIRT SPACING IS 6' 9 3/ 4" 1 BUILDING DESCRIPTION: P ITEM FEET G INCHES DEC. FT. DEC. IN. METERS 0' SPAN = 30'- 0 0/l0 30.0000 360.OU00 9.144 BACK SIUEAALL HtIGHT = 12' 0 0/16 12.0000 144.000U 3.658 FRONT SIDEWALL H:cIGHT = 121- U 0/16 l 12.0000_ 144.0000 3.656 ,TACK SLOPE PUP.LIN DATA - P.UIL)ING LEINSrH = 4U'- U 0/l0'" 4U.0OJO 4d0.OU00 12.192 LIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN RIDGE FROM bACK SLOG LN= 15' J 0/16 15.0000 180.O0OU 4.572 ELEVATION OF FRONT COL.= 0'- 0 0/16 0.GOU0 0.000U 0.000 BACK KOOF PITCH = 2.0000 FrkONT RJDt 12 RIDGE SPACE 1S 1' b 0/16" 9 PITCH = 2.nuOU 12 1/ 4" LOAUIvG: ADD'L OEAG = 0.00 PSF ( TOTAL LEAD LOAU = AOU'L DEAD + 2 PSF (PURLINS C SHEETING) + rRA!!c WE1GnT = [ O) LIVE = 20.00 PSF 1 PURLIN SPACES AT 50 J 0/1410 WIND = 11.47 PSF RIDGE SPACE IS 1' 6 0/lb" BLDG CODE = B3U3C i THE A.'!OVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 2 LOAD CASES AS OESCRIBED 9C --LUN: 1 1 1 1 "1 1 1 �IRcSS LOAD CODES < --------------------F------------------------ DESCRIPTION --------------------------------------------- iF„CT"AS 1, 3, 0, 0, U DEAD LOAD + LIVE LUAU + t 1.0'1 '1 1,73,41, 0, U DEAD LOAD + 88UR.0 WIND BACK(I) t EP SUCTION + + 1.3' BAY SPACINGS FOLLOW: (BACK 5TuEWALL LEFT f0 RIGHT) 1 2 BAYS AT 20' U 0/15" BLTWEEN FRAME LN. 1 AND FRAME LN. 3 BUILDING LENGTH IS 40' 0 0/16" 1 PURLIN ANT: GIRT DATA FOLLOWS: BACK SIOEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS U' 8 1/ 2" MAXIMUM GIRT SPACING IS 6' 9 3/ 4" 1 BACK SIDEWALL GIRT SPACINGS ( BASE TO EAVE ) C 7' 2 1/ 4", 4' 9 3/ 4", 1 FRONT SIUEWALL GIRT DATA - DIMENSION FROM BLDG.. LN. TO OUTSIDE COLUMN FACE '1S u' 6 MAXIMUM GIRT SPACING IS 6' 9 3/ 4" FRONT SIDEWALL GIRT SPACINGS ( BASE TO EAVE ) C 7' 2 1/ 4",' 4' 9 3/ 41-9 ,TACK SLOPE PUP.LIN DATA - D114E:NSION FROM FLOG. LN. TO EAVE PURLIN IS U' 3 1/ 4" LIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 15/10" SECOP40 PURLI14 SPACE IS 4' 1 15/16" 1 PURLIN SPACES AT 5' 0 0/l0" RIDGE SPACE 1S 1' b 0/16" 1 tRUNT SLOPE PURLIN DATA - UTMENSION FROM BLDG. LN. TO EAVE PURLIry IS U' 3 1/ 4" OIMENSION FROM EAVc PURLIN TO FLtST INTERIOR PURLIN 1S 4' 1 15/10" SECOND PURLIN SPACE IS S' 1 15/10" 1 PURLIN SPACES AT 50 J 0/1410 RIDGE SPACE IS 1' 6 0/lb" � � •sig " FRAME DESIGN - INPUT CONDITIONS A UNIT OF AMCA INTERNATIONAL CORPORATION NUMBER OF FRAMES FOR THIS JOB DESIGN IS 1 FRAME NUMBER ASSIGNMENT BY FRAME LN.: 6, 19 7, PJST AND dEAM ASSUMED AT FRAME LINE 1 POST AND dEAM ASSUMED AT LAST FRAME LINE 3 BACK SIUEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) FAONT SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) T:1E TOPS JF THE I JTERIClk COLUMNS AR& RELEASED FRAME DESIGNrD UTILIZING WFo STIFrENERS AS REQUIRED MAXIMUM ALLOWABLE SUM PERCENT = 1.030 NJRMAL TAPFKFD MEMBER DESIGN FOR BACK COLUMN VJRMAL fAPERE.0 MEMBER DESIGN FOR FRONT COLUMN BACK COLUMN 9JLTEJ AT TOP OF COLUMN - STANDARD LOCATION F,AONT COLUMN BOLTED AT TOP uF COLUMN - STANDARD LOCATIO14 FRAME IS OESIGNEO AND OtTAILEO FOR SYMMETRY AGOUT THE RIDGE f SPECIAL FRAME DATA FOR THE 1 FRAME FOLLOWS JOB: 96786 i+ PAGE: 2 D.TE: 1- 3-91 SYMMETRY = YES I I SHAPE CODE = RF SELECTED BY PROGRAM ( DESIGN CODE = I YS AUTO DESIGN FRAME+ I DEF CODE = 0 1=MIN. 1 I LOADING: 0.Ou I ADUIfIONAL ORAD LOAD 2=MAX. I NUMBER OF SUPPORTED POINTS 2 I 2.00 PURLINS 6 SHEETING 1 3=TNT. 1 NUMBER OF SPECIAL MEMBER RELEASES 0 I 0.87 FRAME :DEAD LUAU I I NUMBER OF INTERIOR COLUMNS 0 I TOTAL DEAD 2.97 PSF j I AVG BAY SPACE 20.00' I NUMBER OF MEMBERS 4 I LIVE 19.20 PSF I I NUMBER OF CENTER LINE JOINT POINTS 5 I NINA 11.47 NSF I THIS FRAME REQUIRED ON FRAME LINES : 2, MAIN FRAME WIND COEFF LGADCASE C1 C2 C3 C4 INT LONG WIND LEFT 1 0.80 0.90 0.70 0.50 BOJNDARY DATA: POINT X -Slip Y -Slip M -SUP X-DISP Y-UISP ROTATION 1 1 1 U O.000OIN. 0.000UIN. 0.000OIN/I14 OR RADIANS 5 1 1 0 0.000OIN. 0.0000IN. 0.G000IN/IN OR RADIANS THE F:,LLOwIN."CLEARANLE DATA APPLIES TO FRAME NUMBER 1 VERTICAL CLEARANCE AT TACK HAUNCH 10' 9 0/16" HOkILONTAL CLEARANCE BETWEEN EXTERIOR COLUMNS 27' 1 0/16" VERTICAL CLEARANCE UNUtR FRAME AT KIDGE 13' 0 1/ 4" VERTICAL CLEARANCE AT FRONT HAUNCH 10' 9 0/16" f O1 1 • FRAME DESIGN - INPUT CONDITIONS JuR: 967Ab 1• A UNIT OF AMCA INTERNATIONAL CORPGRATInN PAGc; 3 7ATL: 1- 3-qi MEMdEK DATA: MEM FLANGE NEB DLPTHS LENGTH ANGLE HEIGHT JOINT NOS FLANGE WEU KL XX K LYY Lb SPLICt GOOFS TK WIDTH TK 1 2 (FT) (DEG) (POUNDS) 1 2 YIELDS (FT) (FT) (FT) J1 JL FRAM= SIDE 1 1 3/16 5.0 1/ 8 7.Ou 9.00 11.400 27U.000 111.4 1 2 50.0 50.0 16.15 SET BY PCG SPAC& dP K;. FRAME SIDc 2 2 3/16 5.0 1/ 3 9.OU 9.00 14.489 189.462 146.1 2 3 50.0 50.0 13.79 SET EY PEG SPACE KN SP FRAME SID& 3 3 3/16 5.0 1/ 9 9.0u 9.00 14.489 17U.538 148.1 4 3 50.0 50.0 13.79 StT BY PEG SPACC KV SP FRAME SIDE 4 4 3/16 5.0 1/ 8 7.Ou 9.u0 11.400 90.000 111.4 5 4 50.0 50.0 16.15 SET PY PEG SPACc 6P KN REACTION SUMMARY / BASE PLATE SUMMARY A UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NO. 1 SUMMARY OF REACTIONS: SIDE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT BACK 1, 3, 0, 0, 0 1.91 6.62 0.00 FROWT 1, 3, 0, 0, 0 -1.91 6.62 0.00 PACK' 1,70,41, 0, 0 -2.56 -2.73 0.00 FROi.T 1,.70,41, 0, 0 -0.90 -1.01 0.00 SUNMAAY OF BAS: PLATES: SIUF <------ BASE PLATE DATA --- ---> <------ ANCHUR BOLT DATA ------> MARK NO. i4IDTH TK ENGTH NUMBER SILE BLR BACK 6P-AO8308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 2.70 FRONT oP-A08308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 2..70 WEB STIFFENER REOUIREMFNTS: Jug: 96784 PAGc: 4 WELUINr, PATTEkN U5-1 US -3 MEM3ER STIFFENER DESCRIPTIUN LOCATION WEB DEPTH H/T A/H A I STIFFENER SITE S10cS WELUTNG OFTAIL NUMdFk (FT) (IN) RATIO RATIO - (IN) I I Tri WIDTH L -- S ?' 1 2, 3 1 DIAGONAL KIVEE STF. I 3/16 X 2 3/ d ONE I YF -S 2 COL./HAUNCH FLG EX 0.32 8.625 I 3/16 X 2 3/ 8 9uTH STO. CK-r!K YES i BOLTED CONNECTION DATA: J 1<-------- PLATE DATA -------->1<-------------- BOLT DATA --------------->I M[MBER T I I OUTSIDE INSiOc I , CR,4NrcrICN CAt)ACITY r. 1 TK, WO LENGTH 1 SIZE #ROWS 4 -BOLT. #ROWS 4-BULT I TYPE MARK ft UUTSIOE 1'151L,F 1, 4 2 I 4/ d X 6.0 A 0'-10 0/16 13/4" DIA A325 2 NO 1 NO I EXT 3CU6410021 2.51.3 "K 103.0 "K 2, 3 1 1 4/ 8 X 6.0 A 01- 9 1/ 2 13/4" DIA A325 2 NO 1 NO ( EAT 1Yu6409421 251.3 "K ♦93.o "K 2, 3 I 4/ 3 X o.0 X 0'-10 1/ 8 ( 3/4" DIA A325 1 NO 2 NO I FXT 3906410112 197.3 "K L50.i "K FLANGE 6RACIN;, RE,4UIRcMLNTS: !. `! 34CK SIDE OF FRAME RIDGE TO F.AVE: MEM5ER :+ 2 2 2 2 LOCATION. 1'- 6 U/16 61- 6 0/16 101- 7 15/16 14'- 9 13/16 DEPTH J FB 9.0195 9.UB49 9.1419 0.0000 FB MARK 0 FU2050 NOT REQ D FJ2050 NOT REQ U BACK SIDE OF FRAME bASF. 70 SAVE: MEMBER ;t 1 LOCATION 70- 2 1'/ 4 DEPTH d F9 8.345d FB MARK 0 Fd2U60 FRAME DETAIL DESIGN SUMMARY .JU9: 96784 1. 1/ A UNIT GF AMCA INTERNATIONAL COhPORAT1014 PALL: 5 FRAME NO. 1 OATt: 1- 3-91 1 � ACTUAL FORCES A C T U A L A L L U W A d L c STRcSS CnNO ITI^NS LOCATION MEM LUAU AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL'SHEAR BcNUING I SUM ! I ?' I V CASE DEPTH (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S 1 LnMR1NtD I SHEAR I ^� FRAME SIDE 1 AT 10.76 FT 1 1 9.0 -6.6 -1.9 -140.3 2.2 1.54 24.80 24.17 16.75 3U.00 I 0.9nu 10.9?. I FRAME SiDt 2 '1 AT J.32 FT 2 1 9.0 -2.9 5.5 -229.4 0.9 4.55 23.67 25.31 16.75 30.07 I 0.d1.9 10.277. FRAME SIDc 3 AT 3.32 FT 3 1 9.0 -2.9 -5.5 -229.4 0.9 4.55 23.67 25.31 16.75 3U.U7 I U.d19 10.772 I 1 FRAME Slnc 4 AT 1U.76 FT 4 1 9.0 -6.6 1.9 -240.3 2.2 1.ti4 24.80 24.17 lo.75 30.60 I 6.900 10.092 1 LGCATION X -COR Y -CUR DEP ARtA RX RY LX LY 1 LY 2 KLX KLY1 KLY2 SX Lb 1 RT 1 L9 ? RT 2 4S 3A Cis • CA 2 MN -)IST (FEET) (IN) (IN2) (IN) (IN) (IN) (IN) (IN) RX RY RY (IN3) (iN) (IM) (IA (IN) FRAME SIDE 1 1 10.76 1.09 10.76 9.UO 3.U4 3.79 1.13 129.2 42.9 7.6 51.1 37.8 6.7 y.69 42.9 1.30 7.,, 1.35 1.QU i.Un 1.10 1.02 FRAME SIDE 2 2 n.32 1.40 11.13 9.UO 3.C4 3.79 1.13 165.5 7.6 38.3 43.7 6.7 33.8 9.60 7.6 1.35 '36.s 1.15 1.00 1.00 1.0[ 1.56 '1 FRAM: SIOL 3 3 0.32 1.40'11.13 9.CO 3.04 3.79 1.13 165.5 7.6 38.3 43.7 6.7 33.8 9.69 7.6 1.35 36..i 1.�5 1.OU 1.J0 1.04 1.i5 FRAME SIDE 4 1 4 10.76 1.08 10.76 9..00 3.J4 3.79 1.13 129.2 42.9 7.6 51.1 37.8 6.7 9.69 42.9 1.3o 7.0 1.35 1.00 1.60 1.1d 1.u2 JOO: 9o768 1* PAGE: 6 DArF: 1- 3-51 FRAME MATERIAL TAKEOFF E PRICING A Uc� AMCA INTERNATIONAL CORPORATION JOB TOTALS BY - CATEGORY ITEM LINEAR FT. SQUARE FT. WEIGHT FP.ACTICNS DEC. FT: LBS. FLANGES: 3/16X 5.0 102'- 1 15/lo 102.16 42.57 325.9 ,4FBS: 1/ 9 35.99 197.7 3ASE PLATES: 3/ uX 9.0 1'- 4 0/16 1.33 0.89 13.6 30LTING PLATES: 1/ 2x 5.0 51- 0 1/ 4 5.02 2.51 51.3 z,TIFFENFAS: 3/16X 2.4 4'- 3 3/ 4 4.31 0.95 6.5 FLANGE SAACE5: 48.4 3OLTS: 10.4 TGTAL WEIuHT= 0.33 TUNS TOT4L PRICE= 586.70 JOLLARS WE131T AND PRICE SUMMARY s*+#* UNIT WEIGHT AND PRICE sss*s TuTAL MAIN FRAME BOLTING PLATES MISCELLANtOUS WZIGHT PRICE WEIGHT PRICE WEIGHT 'PRICE WEIGHT PRICE F7:.ME # 1 653.9 523.6 51.3 79.0 s*ess TOTAL JOd s*** QTY TOTAL MAIN FRAME BULTING PLATES MT:;CcLLANcJIIS WEIGHT PRICE WEIGHT PRICE WEIGHT PRICF wEIGHT PRTC= 'FLAME 0 1 1 653.8 523.6 JW 51.3 79.0 ***** TOTAL * 653.8 JOO: 9o768 1* PAGE: 6 DArF: 1- 3-51 DESIGN LUAUS AND FRAME FOUNDATION LOADS JOB: 967x^ 1* A UNI! OF AMCA INTERNATIONAL CORPORATION PAGi: 7 FRAME NO. 1 DATE: 1- 3-Q1 SPAN = 30'-0 RIDGE FROM bACK BLDG LN= 1�'-0 D� 2 BACK SIDEWALL HEIGHT = 12'-0 ELEVATION OF FRONT COL = FRONT SIOEWALL HEIGHT = 11-'-0 BACK ROOF PITCH = 2.000 : 12 BUILDING LENGTH = 4U'-0 FRONT ROOF PITCH = 2.0000 : 12 THIS FRAME REQUIRED ON FRAME LINFS 2, BAY SPACING = 20.00 FT. LOADING: AOD'L DEAD = U.JO PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF (PURLINS E SHEFTING) . rRAME WEIGHT = 2.67 PSF) LIvE = 1Y.20 PSF HIND = 11.47 PSF T4= ABOVE LOADS COMBINED WITH AAY SPECIAL LOADS APPEAR IN 2 LUAU CASES AS DESCR1BLD BLOW: STR_S� LEAD CODES <--------------------------------------------- DESCRIPTION ----------------------------------- ---------- >FACT^inS 1, 3, 0, 0, 0 DEAD LOAD + LIVE LUAU + + + l.v^ 1,70,41, 0, U UFA D LUAU + aBUBC WIND BACK(I) + EP SUCTION + + 1,33 ARCy�I SUM!14KY OF FOUNDATION LOADS: 1. F]RCE=K1?S MOMENT=INCH-KLPS SIDE LOAD COMbINATILN HORIZONTAL HORIZONTAL VERTICAL VERTICAL mOMFNT IN OUT UPLIFT DOWN (+ COUNTERCLOCKWT5E) 1 BAC< SW COL 1, 3, U, 0, G - 1.91 - 6.62 0.00 * Q 1,70,41, 0, U 2.50 - -2.78 - O.OU FRONT SW CDL 1, 3, 0, 0, U - 1.91 - 1,70,41, 0, U - 0.90 .1.01 6.62 0.00 - 0.00 3 �3�'��� OCP F MAXIMJH FUUNDATION LOADS: 1. MAX FOUNDATION LOADS CAN BE FROM ANY LOP;D CASE 2. MAX FOUNDATION LOADS ARE NOT FACTUREO FUR ANY LOAU CASE SIDE HURIZGNTAL HORIZONTAL VERTICAL VERTICAL MOMENT IN UUT UPLIFT UOWN (+ COUNTEPCLOCKWISE) HACK S4 COL 2.56 1.91 2.79 6.62 (..CO FRONTSW COL G.56 1.91 2.78 6.62 U.00 SU`!MARY OF BASE PLATES: STUF <------ BASE PLATE DATA -------> <------ ANCHJR BOLT DATA ------> MARK NO. wIOTH TK LENGTH NUMBER SIZE BACK 6P-4081SOU B.OU X 3/8 X 8.00 (2.) 3/4 UTA. A36 FKONT i3P-A08308 8.00 X 3/8 X 8.00 (2) 3/4 UTA. A36 r J_ C -- e Lo L. p C. z > C, T, C. C C. 'Ll x r W 3 -4 OD D C, C. *1 C) X x X I r y > -: c - C, < C, c 0 -11 cm 'a"o r I- 'n r. > r 4. r a I 1 ad JZft Z 1 r < n, Q -c CC" M X x 'Z nt > c c C, C, C. r c : mm 0 0 + > 0 ..)o 00cz m C. c C., c C., C; 2 O n r C) 41 1'9 A %et 0.0 OF II 11 .1 I •-D J L. V L u r C. I 1.3 mM.0 3, r 0 Cl m 0 7. < C) 'D m T H;u -n C. C C 7, 0 z 0 v -A c 0 + + CJ JD C. J D A ;L v .1 ENDWALL FRAME DESIGN - INPUT CONDITIONS JOB : Q67oA 1• A UNIT OF AMGA INTER`IATIONAL CCKPORATION PAGE= 9 JUB 96788 1* DATE: 1- 3-91 BUILDER HERITAGE PKOFIT CF.NT"R. MTSSGUR . CUSTOMER KEITH HUMPHREYS ARCh// JOB SITE CITY CHICO CA. r G�O 7 C. PURLit4 ANU GTKT DATA FOLLOWS: v KIGHT ENDWALL GIRT DATA - DIMENSION FROM BLDG. LINE TU OUTSIDE COLUMN FACE IS U' d 1/ L" MAXIMUM GIRT SPACING IS 7' 0 0/16" * i RIGHT ENUWALL GIRT SPACINGS (FROM BASE) C 7' 2 1/ 4", 6' 7 1/ B", 9F/v. JACK SLOPE PURLIN DATA - DTMENSION FROM BLDG. LN. TU EAVE PURLIN IS 0' 3 1/ 4" UIME.NSIO.N FROM EAVE PUKLIN TO FIRST INTERIOR PURLIN IS 4' 1 15/10" 3 "� G SECOND PURLIN SPACE IS 4' 1 15/16" OF 1 PURLTN SPACES AT 5' U 0/1,6" RIDGE SPACE IS 1' v 0/16" FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 1/ 4" ZjIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN 1S 4' 1 15/16" SECOND PURLIN SPACE IS 4• 1 15/16" 1 PURLIN SPACES AT 51 U 0/16" RIDGE SPACE IS 1' 6 0/16" I ENDWALL FRAME DESIGN - INPUT CONDITIONS A UNIT JF AMCA INTERNATIONAL CORPORATION JuR : 9o7JR l+ PAGE: in OATc: I- '-9♦ SPECIAL FRAME DATA FOR THE 7 FRAME FOLLOWS: SYMMETRY = 1 1=YES ( SHAPE CODE = 2 1=RF SELECTED BY PROGRAM I DESIGN GOUE = 1 1=YS AUTO-ncSlf,.v FRAMs I 2=NJ I 2=CB SELECTED BY PROGRAM I 2=HU 11OLD Dc?THS L JIiT6MI 3=3P SPECIAL FRAME INPUT ( 3=SC STRESS CHFCK FkAMF I OcF CUOE = 0 1=MIN. I I LOA(:ING: 0.OJ ADUTTIJNAL ncAU LOAD 2=MAX. I NUMBcR OF SUPPORTED POINTS 4 1 2.Ou PUKL015 z SHaFTTnG 1 3=INT. I NUMBER OF SPECIAL MEMBER RtLEASES 0.1 1.1.7 FRAME LEAD LUAU NUMBER OF INTERIOR COLUMNS 1 I TOTAL DEAD 3.15 PSF I AVG !!AY SPACE 10.00. 1 NUMBER OF MFMSERS 7 I LIVE 20.00 PSF I NUMBER OF CENTER LINE JOINT POINTS 8 I WIND 11.41 PSF AR�,y� THIS FRAME REQUIRE) ON FRAME LINES 3 B �C MAIN FRAME WINU COEFF LOAUCASE Ci C2 C3 C4 LXT LnNE WIND LEFT 1 0.b0 0.90 0.70 0.50 t'17PoST BIND COEFF * S(13 P7.iT ll SUCTION PRESSURE (f1 9Cb � 'i (LCP) 1.20 1.',� 2 (RCP) 1.2U I-leo n Zo 9�F �y 3 J 1.20 1.2c QF MEMJER DATA: MEM FLANGE -WEB GAGE UEPTH LENGTH AREA SX RX RY YIELO(KSI) KLY.X KLYY Lu SPLTCE CuOCS TK WIDTH TK (FT) (IN2) (TN3) (IN) (IN) FLG ..E.B (FT) (FT) (F T) •)I J7.' FRAME S1Di 1 1 ).051 5.00 DUL C 17 B.50 11.400 1.70 3.72 3.24 1.13 55.0 55.0 1G.8u SFT 6Y PLG SPALF ?P KN FI(AMc SIDE 2 2 .i.05y i.00 nnL C 17 9.50 4.000 1.70 3.72 3.24 1.13 55.0 55.0 13.83 SFT by OLG SPACF Y.n t.!: 3 J.J59 5.00 DOL f_ 17 3.53 10.489 1.70 3.72 3.24 1.13 55.0 55.0 13.83 SFT oY PLG SPALF SS SP LOCATION OF END POST MLMBErc NO. 7 LOCATED AT 15' 0 0/lo" FRAME sins 3 4 3.05') 5.CO DSL C 17 8.50 10.489 1.70 3.72 3.24 1.13 55.0 55.0 13.33 SET by PLG SPA6E S;i SP 5 i.U99 S.OU CoL C 17 S. 5U 4.(;00 1.70 3.72 3.24 1.13 55.0 55.0 13.83 SFT ilY PLG SPACE Ki, SS FRAME SIDE 4 6 J.J51 S.CU OBL C 17 8.50 11.400 1.70 3.72 3.24 1.13 55.0 5.).0 io.80 SET oY PEG SPADE IP K!i FRAME SIDE o 7 J.05y 5.00 DuL C 17 8.50 13.005 1.70 3.72 3.24 1.11 55.0 55.0 13.Ou SET UY per, SFALF. PF ST' c'4J POST SVACTf1G AND LOCATION FROM BACK BUILDING LINE ELEVATION SPACING 15' 0 0/1611 LOCATION 15' 0 0/16" 0' u 0/161, SPACiNG'15' 0 0/15" LOCATION 30' 0 0/1611 = SPAN BALK COAHcR POST ORIENTATION = CP FIJNT CORNcP FUST uRIENTATION = CP REACTION SUMMARY / BASE PLATE SUMMARY A Uv1i OF AMCA INTERNATIONAL CORPORATION FRAME NO. 7 SUMMARY OF REACTIONS: SIDE LOAD COMBINATION HORIZONTAL VERTICAL :SACK 1, 3, 0, 0, 0 0.00 1.49 FRONT 1, 3, 0, 0, 0 0.00- 1.49 cNUPOST s 1 1, 3, 0, U, 0 0.02 3.96 BACK 1,70,41, U, 0 -0.76 -0.41 FRONT 1,70,41, 0, 0 -0.76 -0.24 EHOPOST # 1 1,70,41, 0, 0 -1.39 -1.16 SUMMARY OF BASE PLATES: JU9: 9 PAGE: DATE: MOMENT 0.00 0. DO 0:00 AT 15.00 FT FN^M (;ALK BLDG. LN 0.00 0.00 0.00 AT 15.00 FT FROM BACK BL 00. LN. SIDE <------ 6ASF PLATE DATA -------> <------ ANCHOR BOLT UATA------> WEL0'.r4G MARK NO. WIDTH TK LENGTH NUMBER SIZE 9LR PATTFRfJ 6ACK dP-AO83lu B.OU X 3/6 X 10.00 (2) 3/4 DIA. A36 0.41 US -3 FRONT bP-AO8310 8.00 X 3/8 X 10.00 (2) 3/4 DlA. A36 0.41 US -3 ENDPOST # 1 L'P-AO831U 8.00 X 3/8 X 10.00 (2) 3/4 DLA. A36 1.15 US -3 WE3 SiIFFtMLR R.E9U:REMENTS: MEMoER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T: A/H A I STIFFENEK SIZE STUF.S NF.LOINu. PLTAIL I N013ER (FT) (IN) RATIO RATIO (IN) ( TK WIDTH L - S ? j 2, 5 1 BEARING (FIv7P9ST) 0.93 8.3d2 I 3/ 8 X 2 1/ 8 60TH 5)%. CK -UK YtS I BQLTE�) CnNNECTIO'l DATA: J I<-------- PLATE DATA -------->I<-------------- BOLT DATA --------------->I MtMbEi T I I OUTSIDE INSIDE I CONNECTION CAPACITY 1: I TK WD LENGTH I SIZE #ROWS 4 -DOLT #ROWS 4 -BOLT I TYPE MARK # UUTSIDE INalut 1, 0 2 I 3/ 8 X 6.0 X 0'- 9 1/ 2 1 1/2" DIA A325 1 NO 1 NU j EXT 1806309411 63.P. "K R3.o "K '3, v 2 I 3/ 8 X o.0 X 01- 8 5/ 8 13/4" DIA A325 1 NO 1 NO I FLUSH 3AU6308S11 10n.7 "K 1Cu.7 "y INTERIOR I COLUMN CUNINFCTION YLATZS 7, 7 2 1 3/ 8 X S.0 X 01- 9 1/ 7. 1 1/2" DIA A325 1 NO 1 NO I EXT i8.U630r411 oA.8 "n 9J.o "v FLAN;E 6RACIN6'RPQUIREN,ENTS: BACK STOF OF FRAME RIDGE TO EAVE: MFMBER # 3 3 2 2 LOCATIUN 14- .5 0/16 61- 0 0/16 10'- 7 15/16 14'- 9 13/16 DEPTH J F3 9.5000 d.5000 0.000U 0.0000 FS MARK 4 GF9201C • NOT kFQ U NOT REO. D NOT REQ D 1 1 1 1 1 1 1 1 1 1 1 FRAME FLANGE BRACE DATA A UN41 OF ANCA INTERNATIONAL CORPORATION FRAME NO. 7 1 FLANGE BRACING REQUIREMENTS: SACK SIUE OF FRAME BASF TO EAVE: MEMBER 9 1 LOCATION 76- 2 1/ 4 DEPTH of FA 3.5u0D FR MARK A NUT REQ 0« EVD POST BASE TO RAKE BEA14: MEMBER 1 7 LOCATION 70- 2 1/ 4 DEPTH d F3 0. 0600 FB MARK NOT PEQ D « - FLA•:i;E BRACE RtMLVED DUE TO SHALLOW DEPTH JU9: V6738 1° PAr,E: 12 D;.TL: 1- ?-�. 1'• ENDWALL FKAME DESIGN SUMMARY J09 9o7d8 1« A UNIT OF AMCA INTERNATIONAL CORPORATION PATE:' 13 FRAME. NO. 7 DATE: 1- x-91 ACTUAL FORGES A C T U A L A L L 0 W A P. L E STRFSS CQNUITI6NS MEM CRIT STRESS LOAD DEPTH AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAK 3FNDING SUM % a LUCATION(FT) CASE (IN) (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S I COMaINEU I SHEAR 1 FRAME SIDE 1 1 7.19 2 8.5 0.4 -0.2 23.2 0.24 0.25 6.24 43.91 6.44 40.IU I 0.155 I U.u3b I FRAME SIDE 2 2 3.70 1. 8.5 -0.1 0.4 32.7 0.07 0.40 8.80 20.36 4.83 29.71 1 0.799 1 G-U?3 1 3 10.43 1 6.5 0.3 -1.9 -64.3 0.19 2.10 17.3U 32.93 4.83 37.93 i 0.531 16.434 FRAME SIDE 3 4 10.43, 1 8.5 0.3 1.9 -64.3 0.19 2.10 17.30 32.93 4.93 31.93 ( 0.531 1.1.04 1 5 3.70 1 6.5 -0.1 -0.4 32.7 0.07 0.4U 8.80 20.36 4.83 49.77 I 0.299 1 0.09 1 FkAM%: SIDE 4 6 7.19 2 8.5 0.2 -0.2 -23.2 0.14 0.25 6.24 43.91 6.44 40.1 I n.155 10.03u EN,) POSTS FRAME SIDES S, 6 AND 7 FOLLOW: ' FRAME SIDE 6 7 6.71 2 8.5 1.2 0.0 '-56.2 .' 0.68 0.01 15.11 43.91 6.44 21.11 I 0.716 10.001 I' q Jug : 9o7u9 1+ PAGE: 15 ATL: 1- 1-91 i ENUWALL FRAME MATERIAL TAKEOFF S PRICING A UNIT U AMCA INTERNATIONAL CORPORATION JOd TOTALS BY CATEGOkY ITEM LiNEAk FT. SQUARE FT. WEIGHT 1 FRACTIUNS DEC. FT. LBS. COMMENTS FLANGES: WEBS: .AGE" 17 6d'-11 11/16 09.97 398.0 8.5" COLUMN DOUBLE CEE 17 6U'- 6 1/16 oO.51 349.2 6.5" RAKL BEAM DOUBLE. CEE jASE PLATES: - 3/ dX 9.0 51- 0 0/16 5.OU 3.33 51.0 hOLTING PLATES: 3/ ax 5:0 9'- z 1/ 2 9.21 4.60 70.5 STIFFENERS: 3/ dX 2.1 5!- 7 1/16,, 5.59 0.99 15.2 FLANSE BRACES: 8.5 BOLTS: 4.6 TOTAL WEIGHT= 0.44 IONS TOTAL PRICE = 7o5.66 DOLLARS 1 Jug : 9o7u9 1+ PAGE: 15 ATL: 1- 1-91 QTY FRAME + 6 1 FRAME at 7 1 ***** TOTAL * ***** TOTAL JOB ***** TOTAL RAKE 6EAM CORNER POSTS END POSTS 13CLTINU PLATS ATSCELLAWFO US WEIGHT PRICE 4EIGHTPRICE WEIGHT&WEIGHT PP. 6EiGHT PR% F W0 :,4T POICE ti42.5 �174.6 114.075.1 �29.2 �3y./442.5 174.6 124.075.1 29.2 39.1 d!'4.9 � t ENDWALL FRAME MATERIAL TAKEOFF L PRICING J09 96709 la A UNIT OF AMCA INTERNATIONAL CORPURATION PAGE: . DATE: 1— 1-9i � c WEIG4T ANU PRICE SUMMARY ***#* UNIT WEIGHT AND PRICE ***** 1 TOTAL RAKE BEAM CORNER POSTS ENO POSTS BOLTING PLATtS MTSCcLLAI.FuUS FRAME WEIGHT PRICE WEIGHT 4 0 442.5 174.6 PRICE WEIGHT 124.0 PRICE = WEIGHT 75.1 PRICE WEIGHT PRTLr 29.2 WEIGHT PA C= 39.7 FRAME w 7 442.5 174.6 124.0 75.1 29.2 39.7 UM QTY FRAME + 6 1 FRAME at 7 1 ***** TOTAL * ***** TOTAL JOB ***** TOTAL RAKE 6EAM CORNER POSTS END POSTS 13CLTINU PLATS ATSCELLAWFO US WEIGHT PRICE 4EIGHTPRICE WEIGHT&WEIGHT PP. 6EiGHT PR% F W0 :,4T POICE ti42.5 �174.6 114.075.1 �29.2 �3y./442.5 174.6 124.075.1 29.2 39.1 d!'4.9 � t TH=- ABJVE LOA -IS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 2 LOAD CASES AS DESCRIBED RL-LUW: LOAD CODES <__________ 11 3, 0, 0, G DEAD LOAD ---'- -- DESCRIPTION -----_ + LIVE LOAD -------------- ,70,41, 0, U DFA7 LOAD 68uBC WIND BACK(I) + + + cP SUCTION + + zfloc- SU4MAkY OF FOUNDATION LUADS: MCMFfvT VERTICAL 1. FORCC=KIPS MOMENT=INCH-KIPS (+ L0UNTERCLOLK4TSF) A U'IIT OF AMCA INTERNATIOr4AL COkPOPATION DESIGN LOAUS AND FRAME FOUNDATION LOADS - 0 FRAME !jO. 7 HORIZONTAL p,76 IN JOo: 96749 1+ f 1 dACX Sd COL 1, 3, J 0 U CUT UPLIFT PAG_: 17 SPAv = '' - DATt: BACK SIDENALL HEIGHT 1 FRONT SIDEWALL - 12'-0 RIDGE FROM BACK BLOC LN= 15'-o HEIGHT BUILDING LENGTH = 12'-0 ELEVATION OF FRONT COL = 0.24 D K '� = 40'-0 SACK ROOF PITCH = 2.0000 ; 12 THIS FRAME REQUIRcD ON FRAMs LINES FRONT ROOF PITCH = 2.0000 : .12 3, CASE LOADS ARE NOT FACTOPED FOR BAY SPACING = 10.00 FT. SIDE HCRIZJNTAL H04IZONTA LOAOIVG: AUD'L DL:AO = U.00 PSF ( TOTAL DEAD LOAD LIVE = 20.00 PzF = ADD'L DEAD + 2 PSF (PURLINS E SHEETING) + HPAMc WIND = 11.47 PSF WEiHT = j.15 PSF) TH=- ABJVE LOA -IS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 2 LOAD CASES AS DESCRIBED RL-LUW: LOAD CODES <__________ 11 3, 0, 0, G DEAD LOAD ---'- -- DESCRIPTION -----_ + LIVE LOAD -------------- ,70,41, 0, U DFA7 LOAD 68uBC WIND BACK(I) + + + cP SUCTION + + zfloc- SU4MAkY OF FOUNDATION LUADS: MCMFfvT VERTICAL 1. FORCC=KIPS MOMENT=INCH-KIPS (+ L0UNTERCLOLK4TSF) BACK SW CUL 0.76 1 - 0 SICE LOAD CUMsINATIGN HIRIZONTAL HORIZONTAL p,76 IN 1.49 VERTICAL 1 dACX Sd COL 1, 3, J 0 U CUT UPLIFT 1,70,41, 0, J 0.7E - - '' - 0.41 Fn3V1 Sd COL 1, 3, G, 0, 0 _. c 1,70,41, P, U - - G. 7o 0.24 ENDP:75T 4 1 1, 3, u, 0 0 O.n2 1,70,41, O, 0 , 1.34 0.02 _ 1.39 1.16 MAXIMJfl FOUNDATION LnA3S: 1. MAX FUUNDATION LOADS CA", LIE FROM ANY LOAD 2. MAX FUUNOATION CASE LOADS ARE NOT FACTOPED FOR ANY LOAD CASE SIDE HCRIZJNTAL H04IZONTA VERTICAL MCMFfvT VERTICAL 1049 (+ L0UNTERCLOLK4TSF) BACK SW CUL 0.76 0.76 - 0 N FRJ'IT SWCOL 0.7h p,76 0.009TF 1.49 g 1.49 O.Ou OF 1.49 - 0.00 1.16 3.96 - 0.O0 AT 15.00' FROM BACK ? LD.' c 0.00 IN L ?JUT VERTICAL VERTICAL MUMENT BACK SW CUL 0.76 0.76 UPLIFT DOWN (+ COUNTERCLOCKWISE) FRJ'IT SWCOL 0.7h p,76 0.41' 1.49 O.u0 c.VOPOST u 1 1.79 1.39 0.41 1.49 0,00 1.16 3 96 SUMMA,AY OF 6AjF PLATES: 1 - STJE <------ L,AS,_ PLATE DATA MARK NJ. WIDTH TK > LENGTH ?ACK BP -A08310 8.00 X 3/8 X 10.00 FRONT BP-AJ8310 8.00 X 3/8 X 10.00 1."JOPUSI a 1 oP-AO8310 B.OU X 3/8 X 10.00 • U.00 AT 15.00' F?OM RACK 6LDG LINE <------ ANCHUR BGLT DATA ------> NUMisER SiZ� (2) 3/4 CIA. A36 (2) 3/4 GIA. A36 (2) 3/4 DIA. A36 b% 1 1 1 1 1 1 1 1 1 1 i _1 '1 1 1 �• ENDWALL FRAME DESIGN - INPUI CONDITIONS JUB : 967&8 la PAGE: 1 A UNIT OF AMCA INTERNATIONAL CORPORATION DATE: 1- 3-91 I JOB 9o788 1* PROFIT CFNTER: MISSOURI BUILDER HERITAGE CUST34ER KEITH HUMPHREYS JOB SITE LITY CHICO, CA. �Gp ARCy RUILDING DESCRIPTION: FETERS FEET f. IIJCH£S DEC.D£C. FT. DEC. IN. ITEM - 301- 0 0/16 30.0000 360.0000 9.144 �� SP4N BACK SIOEWALL HEIGHT = 121_ 0 0/16 12.0000 12.0000 144.000U 144.0000 3.658���cj 3.658 FRONT SIDcWALL HFIGHT = 12 U 0/16 4U.000O 480.0000 12.192 91 2UILDING LENGTH = 40'- 0 0/16 0 0/lb 15.0000 180.0000 4.572 RIDGE FROM BACK BLDG LN= 151- OF FRGNi' COL.= G'- 0 0/16 O.000O 0.0000 0.000 p, ELEVAI'II:V RACK RGOF PTTCH = 2.OU00 : 12 = 2.0000 : 12 FRONT ROOF PITCH OF CNN--' ATIN: ENDWALL GFSIGN TIERATIUN STARTED WITH DOUBLE SECTIONS ---- DEAD LOAD = AOU'L DEAD t 2 PSF (PURLINS t SHEETING) t FRAME WEIGHT 0.15 PSF) LOAOIVf,: ADD'L DEAD = U.iO PSF ( TOTAL LIVE = 20.00 PSF WIWD = 11.47 PSF SLOG CODE = 88UBC 1 COMBINED WITH ANY SPECIAL LOADS APPEAR IN 2 LOAD CASES AS DESCRIBED BELOW: 5fREES T•1'= ABOVE LOADS --------------------- >FACIORS DESCRIPTION ------------------------ 1.00 LOAD CODES <--------------------------------------------- 1•�' £t LIVE LOAD 1, 3, 0, 0, U 0AO LOAD t b8USC WIND BACK(I) t EP SUCTION + ♦ 1,70,41, 0, U 6EAC LUAU BAY SPACINGS FJLL3W: 26' 0 0/16" BETWEEN FRAME LN. 1 ANU FRAME LN. 2 . 1 eAY = 2 3AY = 20' 0 0/16". BETWEEN FRAME LN. 2 AND FRAME LN. 3 :31JILGING LLNGTh IS 40' 0 U:/16" ENDWALL FRAME DESIGN - INPUT CONDITIONS JUB 967d8 1f A U:VIT JF AMCA INTERNATIONAL CORPORATION PAGE: 7 ON OATS: 1- 3-91 PURLIN AMU GIRT DATA FOLLOWS: .�— LEFT ENOWALL GIRT DATA - DIMENSION FROM BLDG. LINE TO OUTSIDE COLUMN FACE IS 0' H 1/ 2" MAXIMUM GIRT SPACING IS 7' 0 0/16" LF..FT ENDWALL GIRT SPACINGS (FROM BASE) C 7' 2 1/ 41-, 6' 7 1/ 8-4, �p' ARCy� bACK SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN 1S 'U' 3 1/ 4" UTMENS10N FROM EAVE PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 15/16" SECOND PURLIN SPACE IS 4' 1 15/16" 1 PURLIN SPACES AT 5' 0 0/16" � * RIDGE SPACE IS 1' 6 0/16" Qi92 � * FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TU SAVE PURLIN IS U' 3 1/ 4" DIMENSION FROM SAVE "FIRST A� Q PURLIN TO INTERIOR PURLIN 1S SECOND PURLIN SPACE IS 4' 1 15/16"'��� 4' 1 15/16" �/� 1 PUP.LIN SPACES AT 5' 0 0/16" 3-S CQQ RIDGE SPACE IS 1' 6 0/16" 1 � >s l ^ � 1 ENDWALL FRAME DESIGN - INPUT CONDITIONS A UNIT u MCA INTERNATIONAL CORPORATION JOB : 9o7dP 1* PAGE: 3 ()ATE: 1- 3-91 SPECIAL FRAME. DATA FOR THE 6 FRAME FOLLOWS: SYMMETRY = 1 1=YES I SHAPE CODE = 2 1=RF SELECTED BY PROGRAM I DESIGN CODE 1 1=YS AUTO -D --SIGN FRAME I 2=N0 I 2=CB SELECTED BY PROGRAM I 2=H0 HnLO DtPTHS 6 uFSIkN1 I 3=SP SPECIAL FRAME INPUT I 3=SC �.Tr2FSS CHECK FRAME I DEF CURE = U 1=MIN. I I LOAUING: O.nO AOUTTIUNAL DtAU LOAD 2=MAX. I NUMBER OF SUPPuRTED POINTS 4 I 2.OU PURLINS L SHEFTING 3=INT. I NUMBER OF SPECIAL MEMBER RELEASES,._ 0 I 1.15 FRAME UEAn LUAU I I NUMBER OF INTERIOR COLUMNS 1 ( TOTAL DEAD 3.15 PSF I AVG BAY SPACE 10.00' ( NUMBER OF MEMBERS 7 I LIVE 20.OU PSF I NUMBER OF CENTER LINE JOINT POINTS 8 I wINn 11.47 PSF �GO .aR�y/l THIS FRAME REQUIREU ON FRAME LINES 1 O i MAL` FRAME WIND COEFF LOADCASE Cl C2 C3 C4 EXT LONE WIND LEFT 1 0.80 0.90 0.70 0.50 g192 E'IJPOST WIND COEFF P35T• K SUCTION PRESSURE 1 (LCP) 1.20 1.20 2 (RCP) 1.20 1.20qlE. F3 -S �® 3 1.20 1.20 O�. ME.MbE2 DATA: MEM FLANGE WEB GAGE UEPTH LENGTH AREA SX RX RY YIELD(KSI) KLXX KLYY Ld SPLTCE CODES TK WIDTH TK (FT) (IN2) (IN3) (IN) (IN) FLG WEB (FT) (FT) (FT) J1 J2 FRAME SIDE 1 1 J.U`•Y 5.00 DBL C 17 8.50 11.400 1.70 3.72 3.24 1.13 55.0 55.0 10.BU SET UY Pi.G SPALF BP KN FRAME SIDE 2 2 3.G5-) 5.00 DCL C 17 8.50 4.000 1.70 3.72 3.24• 1.13 55.0 55.0 13.83 SFT dY PCG SPACE KN 55 3 0.059 5.CU DOL C 17 8.50 10.489 1.7U 3.72 3.24 1.13 55.0 55.0 13.83 >F dY PLG SPACE S5 SP LOCATIDN OF ENO POST MEMBER NO. 7 LOCATED AT 151 G 0/16" FRAME SIDi- 3 4 0.059 5.00 O8L C 17 8.50 10.,.89 1.70 3.72 3.24 1.13 55.0 5.5.0 13.83 SET 0Y Pi.G SPACE SS 5p •5 J.U5v 5.00 DbL C 17 8.50 4.UOJ 1.70 3.72 3.24 1.13 55.0 55.0 13.83 :;ET BY P66 SPACE Y.f: SS FRAMs SIOE 4 5 J.059 5.00 OBL C 17 8.50 11.40) 1.70 3.72 3.24 1.13 55.0 55.0 10.80 SET by PLG SPALF OF KN, FRAME SIDE 0 7 0.05'i_ 5.00 DdL'C 17 2.50 13.005 1.7U 3.72 3.24 1.13 55.0 55.0 13.01 AFT BY °LG SPACE PP SP END. POST SPACING AND LUCATION FROM BACK BUILDING LINE ELEVAI'TLN SPACING; 151 0 0/161, LOCATION 151 0 0/16" 01 0 0/1011 SPACING 151 0 U/1611 LOCATION 301 0 0/1611 = SPAS! BACK CORNER PuSI URIENTAT M4 = CP FRJNT CORNER PCST U°IENTATLON = CP A 1 "1 1 1 1 1 1 1 1 1 1 -1 1 1 1 1 1 , _ A UNIT OF ARCA INTERNATIONAL CORPORATION FRAME NO. 6 1 SUMMARY OF REACTIONS: REACTIOIN SUMMARY / BASE PLATE SUMMARY JUR: 9678d i• PAfc : 4 OAT;:: I- 1-9i SIDE LUAD COMBINATION HORIZONTAL VLRTICAL MOMENT RACK 1, 3, 0, 0, 0 0.00 1.49 O.OU FkOfrT 1, 3, 0, 0, 0 0.00 1.49 0.00 ENOPUST N 1 1, 3, 0, U, 0 -0.02 3.96 O.OU AT 15.00 FT FROM BACK BLOu. 2 RACK 1,70,41, J, 0 -0.76 -0.41 0.00 FRONT ENOPOST 1 1 , 7U,41, 1,70,41, J, 0 0, 0 -0.76 1.39 -0.24 0.00 9%� N• u -1.16 0.00 AT 15.00 FT FAnM BACK BLDU. LN F 3-S OF C SUMMARY OF BASE PLATES: SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> NcLJING MARK "10. WIDTH TK LENGTH f'lUMBcR SIZE FLR PATTERN' tSACK CP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 0.41 US -3 FRONT JP-.ACA310 B.OU X 3/8 X 10.00 (2) 3/4 DIA. A3,6 0.41 US -3 ENDPOST 4 1 6P-AO8310 8.00 X 3/8 X 1U.00 (2) 3/4 DLA. A36 1.15 GS -3 NEB STIFFENER REQUTREMENTS: I Mc43ER STIFFENER. DESCRIPTION LOCATION NEB DEPTH H/T A/H A 1 STIFFENER SIZE �IUES' NELDIN,. OLTATL NUMBER . (FT) (IN) RATIO RATIG (IN) I TK tTOTH L - S ? 1 2, 5 1 BEARING VAdDPOST) 0.93 8.3d2 1 J/ 8 A ? 1/ 8 60TH- STD. CIC-uK Yrs 1 POLTE3 CONNECTION DATA: J I<-------- PLATE DATA -------->1<-------------- BOLT DATA --------------->1 McMdFll T I I OUTSIDE INSIDE 1 LOi,NECTTUN CAP,;CiTY is I TK ND LENGTH ( SIZE VRUWS 4-60LT #ROWS 4 -BOLT I TYPE MARK # JUTSiOc 1"l.iI;' 1, i G I 3/ 8 X 6.G X 0'- 9 1/ 2 11/2" DIA A325 1 IVO 1 NO I FhT 1FU6309411 o3.P "K 83.0 "K 3, 4 2 I 3/ B X 6.0 X 01- R 5/ 8 13/4" DIA A325 1 NO 1 NG 1 FLUSH 3AO630o511 160.7 "K I^u.7 "K INTcRIOR. I COLUMN CU?J;tsFCTION NLATtS I 1 7, 7 [ I 3/ 8 X o.0 X 0'- 9 1/ 2 11/2" DIA A325 I NO 1 NO, I EXT 1PU6309411 83.P ".0 93.6 "K FLANIE BRACING REQUIREMENTS: BACK SIDE OF FRAME RTDCE TO EAVE: MEM3ER is 3 3 2 2 LOCATIuN 1'- 5 0/16 b'- 6 0/16 102- 7 15/16 141- 9 13/16 DFPTm j F? 8.5000 16-5000 0.000U U.0000 F8 MARK v GFBZOIO NOT REQ 0 NOT REQ D NOT REQ 0 .. .........may.... �.! � ., wr... ....�. _-...� .. .. ... 1 < FRAME FLANGE BRACE DATA A'UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NO. 6 FLANGE BRACING REQUIREMENTS: , 1 BACK SIUE OF FRAME BASE TO SAVE: MEM3ER U 1 LOCATION 71— 2 1/ 4 DE?TH al F8 8.5000 FB MARK 0 NOT REO 0+ F.VO POST BASE Ti) RAKE BCAM: MEMBER 0 7 LOi;AIION 79— 2 1/ 4 DEPTH o) F3 0.0000 FP. MARK r NOT REO D • — FLANGE BRACE PEMOVED DUE TO SHALLOW DEPTH Jig: 5r578o 1► PAGc: 5 DATE: 1— ?-91 ENDWALL FRAME DESIGN SUMMARY JUn : 967o9 1.• !� A UNIT OF AMCA INTERNATIONAL CORPORATION A'E' DATE: 1- 3 -yl FRAME NO. 6 ACTUAL FORCES A C T U A L A L L O N A B L F STRESS CONuIT u"S MEM CKIT STRESS LOAD DEPTH AXTAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAK bENDING SUM � ; 1 V LOCATION(•FT) CASE_ (10 (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S I CUM6TNEU I SHcAK I "'1 FRAME 1 SIDE 1 7.19 2 3.5 0.4 -0.2 23.2 0.24 0.25 6.24 43.91 6.44 40.1b I 0.195 I U.C36 1 '1 FRAME 2 SIDE -2 3.70 1 8.5 -0.1 0.4 32.7 0.07 0.40 8.80 20.36 4.83 2q.77 I 0.799 10.0.11 I 3 10.43 1 9.5 0.3 -1.9 -64.3 0.19 2.10 17.30 32.93 4.93. 32.9. I 0.531 10.434 I '1 FRAME 4 SIDE 3 10.43 1 8.5 0.3 1.9 -64.3 0.19 2.10 17.30 32.93 4.. :7_.93 I 0.5:1 I 0.4-4-, I 5 3.70 1 6.7 -0.1 -0.4 32.7 0.07 0.40 8.80 20.3o 4.83 29.71 ( (N.299 FRAME 6 SIDE 4 7.11 2 8.5 0.2 -0.2 -23.2 0.14 0.25 6.24. 43.91 6.44 40.16 I 0.155 I L.03d 1, cND POSTS FRAME SIDES 5, '6 AND 7 FULLDK: FRAME 7 SI^E'6 6.71 2 8.5 1.2 0.0 -56.2 0.68 0.01 ' 15.11 43.91 6.44 21.11 I 0.716 I u.JOi 1 ARCy�IF -, 92 F CF C P�� PUkLIN DESIGN A UNIT OF AMCA INTERNATIONAL CORPORATION BALK ROOF PURLINS CJNTINUOUS PURLIN SYSTEM GAGE YIELU STRESS = 55.00 KSI ALLOWABLE BENDING STRESS = 33.00 KSI PURLIN LOAD SPACING = 5.00 FT 1486 AISI SPECIFICATION BLDG CODE = 88UBC WIND COEF = 1.10 LJADT,gG: ADD'L DEAD = O.OU PSF ( TOTAL DEAU LOAD = ADD'L DEAU t'2 PSF FOR PURLINS E SHLETTNG) LTV = L0.00 PSF .iIN9 = 11.47 PSF 2 LOAD CASES WITH THE FOLLOWING LOAD CODES: I 1, 3, 0, 0, U 1 1,70, 0, 0, U BAY 1 = 10.00' BAY 2 = 19.00' i-----I---------------I-----I-----I--------------- 0. u 18.01• I 1d.U" U.0" I (17) I (17) I 1 1.79 1.78 3.56 1.78 1.78 -'.o5 '-0.6 -43.0 -43.0 -t5.4 -43.0 -43.0 -U.6 -0.6 •3.3 0.3 20.7 20.7 31.6 20.7 20.7 0.3 0.3 0.73 AT 17.50 FT 0.73 AT 1.50 FT -0.42 -0.42 JuF: 46780 1• PAGc: 1 DAT2: 1- 3 -91 - LAPS (T.10 GAGc sx ML)MENT 1 c MAX ST'tf-5�) D PURLIN DESIGN A UNIT OF AMCA INTERNATIONAL CORPORATION _ BACK EAVE PURLINS SIMPLE PURLIN SYSTEM G4GE YIELD STRESS = 55.00 KSI ALLOWABLE bENUING STRESS = 33.00 KSI PURLIN LOAD SPACING = 2.35 FT 1996 HIST SPECIFICATION 7LUG CODE = 88UGC WIND COEF = 2.00 LJADING: ADD'L DEAD = O.OU PSF ( TOTAL DEAD LDAO = ADD'L DEAD s 2 PSF FOR PURLINS E SHEETING) LIVE = 20.00 PSF NI;1.r) = 11.47 PSF 2 LOAD CASES WITH THE FOLLOWING LOAD -CODES: 1, 3, 0, 0, u.1 1.70, 0, 0, 0 CAY 1 = 19.00' BAY 2 = 19.009 ---------------------------•i---------------------------I I I I I - (17) I (17') I i I I I 1.89 I 1.89 I 27.61 27.6 -2b.5 -26.5 r 0.45 AT 9.50 FT 0.45 AT 9.50 FT -0.46 -0.46 JOE: 96796 1• PAGE: 2 DATE: 1- 3-91 G -s c SX mum LNI YAN STQLSJ_ D I BRACE RUO DESIGN A UNII OF AMCA INTERNATIONAL CORPORATION I J09: 96798 PAGE: 1 UAT°: 1- 3-91 SPAN = 301-0 RIDGE FROM BACK BLDG LN= 15'-0 BACK SIUEWALL HEIGHT = 12'-0 ELEVATION OF FRONT CJL = 09-0 I FRONT SIDEWALL 14EIGHT = 12'-U BACK ROOF PITCh = 2.000U : 12 BUILDING LENGIH = 401-0 FRONT ROOF PITCH = 2.!1000 : 12 LOAD - WIND = 11.47 PSF STRESS FACTOR = 1.33 ROD YIELn = 65.00 KSI BLDG CODE = 98U9C WINDWARO COEcF = 0.80 LEEWARD CCEFF = 0.50 TOTAL COEFF = 1.30 RtF PJST SPACES = LEFT ENUWALL 15'-3 151-0 10 ROOF 1 GRACED BAYS DSGN BAY SP =-19.00 FT BRACED BAYS = 2 SACK SIDtWALL 1 BRACED BAYS DSGN BAY SP = 19.00 FT BkACEO BAYS = 2 ROOF BRACING TOTAL APPLIEl WINDWARD LEtWARO STRUT FORCES STRUT FORCES PANEL ROD ROU 1 LIAIS(KIVS) LOADS LOADS BRACED BAY UNBRACFD BAY SHEAR QTY DIAMFTFR J.57(5K SAVE) 0.41 0.26 2.71 -0.26 2.29 1.0 3/8" RTUGE PAnEL 1._-�2(R1DGE) 1.00 U.62 1.67 -0.62 1 0.07(FK -AVE) 0.41 0.25 U.41 -0.26 0.67 1.0 3/9" RToGE PANEL BACK SIDt�WALL BRACING SAVE KEACTION = 2.96 KIPS PER BAY ROD ROD OTY OTAMETER 1.0 3/8" P� fsw = �• r��'� �G r 1 _ 1•