Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
039-120-045
BUILDING CODE VIOLATION 306AY -W 12_ t iiliw I`BERNICE ABBOTT T' VN/S Chico.. Ave'i,app 1600 W `of -Lone. Pine Ave ,Chico 1o' Permit, #3 9 -78B (de* 6'ol'iii3h SF & jogarage).04=� .Pei t # 29-78P,E(util'o�T� ELC GAS SUPP RT STRUCTURE 'REQ *wmPACTION:TEST•REQ:-`;; 39 1'2—lea 915 1{S ontr Carrell;Bros Chico. Periditt#3909 !;ki2;7 Issued T,, t jy .. c) 39 12 contr. No%thstateAl.;num, Ch Alico" Pexmit'&P/i4-78B(n w attached awnigg/W, 039-120-045 PERMIT#96-2242 THOMAS, Phillip 2846 Chico Ave., Chicg New Pri Det Garage ✓/fl'j �) I bl }1► 039-120-045 #98-2243 THOMAS, PHILLIP 2846 CHICO AVE. CHIOC OWMER)CIAJ, e-?%.3lf 5 RELOCATE _MAIN -ELECT SER 039-120 045 9941,432 THOMAS,'Ph'illioH:, - 1 2846 Chico Avenue, Chico Gontr:Ownei,�b New Single Faini y 15 `024',02.7: W1' PHILLIP H C� :0 AVE; CHICO } TO EARAGE' 039- 1 W- 045 039-12-0-045 98-0069A 3 PHILLIP H THOMAS 28t5 CHICO AVENUE, CHICO (STORE AG EQUIP) Ar, EXEMPT _ 9 0y3 NOTES RESIDENTIAL 039-120-045 02-0270 r THOMAS, °PHILLIP H 2846 CHICO AVE, CHICO CONV AG TO GARAGE. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED) Date c Signature ✓ = OK Card B-1 Date Card B-1 0 = Not OK 1. - = Not Applicable MOBILE HOMES = Not Ready Footings; Size -Spacing -Marriage Line Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 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./ /'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 -HD 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- Bea ms- Fill rs.-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 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 48. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. 6a. Hold Downs and Special Anchors 7. Stab, Steel -Wrapped Garage Fire Protection Framing 8. Piers -Fireplace Ftg.-Steel 52. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 56. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date PLUMBING (Permit) OK except #'s 60. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 62. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Ext. Steps -Door & Sidelight Protection -Landings 24. Elec. Receptacles Spacing -Lights & Switches at Doors 64. 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 66. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI G.F.I. & Bath Fixtures & Tub Access -Spa 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 68. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. Stairs & Rails 33. Clothes Closet Light -Shower Light -Spa Light 70. 34. Smoke Detector 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 35. A.C. Ducts Insulation & Support 74. 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 76. 39. Attic Access & Platform if Furnace in Attic 77. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 80. 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Following Inslid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 45. Headers & Beams -Size & Bearing jingle & 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 Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cbunty Center Drive • Oroville, California 95965 • Telephone (5 0 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT . 02-0270 ASSESSOR PARCEL NUMBER 039-120-049 ZONING BUILDING PERMIT OWNER PHTT.T,TP 14 THOMAS TELEPHONE — SQ. FT. OCC. BUILDING VALUATION 2400 U - 200.00 . OWNERS MAILING ADDRESS 9846 CHT170 AVE CHICO 7 CONTRACTOR'S NAME IINKNnWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 43 200.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 375.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 244.05 BUILD,I(�1,CT 8REtHICO AVE, CHICO LL �� jjLL�F Energy Plan Checking Fee $ $ PERMIT FEE $ 619-59 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome U Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other l,0 Describe Work: CONY AG BLDG TO GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00OR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class LIO. 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, mill do the work, and the structure is not intended or offered for sale. 2-117.1's 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. DWEwNG OCCUP. OR ADDNS. ( a Acc. BLOS. SO 3.5QFT; T. NNOON-REOSID. MULTI -OUTLET @7,50 a OUTLET OWER APPARATUCIR.S Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 B4L p .50 Ex. Occup. oFuTLFrs REslo °Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S lol. nn WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation /bf one hundred dollars ($100) or less.) e I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X - _ Date ^ !O "'® �. Signature of Applicant - RrOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 743.55 AZ. I D FEES IMP FLOOD CDF I PARC ISSU This permit is hereby issued under the of the Butte County Code and/or Resolutions indic a e fo which fees have t By EXPIRES ON � applicable provisions to do work been paid. /� d ate d� De ReceiptNo. 337266/$743.55PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ".�,�„•tia"�P'►i�Vkt�LAt.. ^,C-� e.y�.�� a ... e -:-F•--•,. -.r ..--..—..>.y9t"rsry,as;�. ,.,�+;..,sw+f!NtSS'Ppb+.ti"iiY..k..y^.::.,,,,r..,:�yyr YFa+T'.+..5`.:::w•�it"'i�. COUNTY OF BUTTE-DEPARTMENTyOF.((~„ EVELOPMENT SERVICES-BrUI ING DIVISION - 7 County Center Drive, Oroville, E•; 95965 Phone (530)538-7541 Fax ( 3015 8-2140 PERMIT APPLICATION DATA SHEET OWNER: //0 ASSESSOR / ASSESSOR PARCEL NUMBER Proposed Building Use: 61111-6--L7 //711� 7. S76txC� Counter Technician: AA11 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 01<1.Plot plans, 3 or 4 sets, signed by the preparer of the plans. N-2/Complete plans, 3 or 4 sets, signed' by the preparer of the plans. Dia. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ,o�W4. Engineered truss details and layouts in duplicate. No faxes! /W 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. Date Received By ,. (P78. 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 i Remaining items needed to issue the permit. (Flay require add itional;plan�review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........:.............................. 15. Statement of Intent for Non -heated and A/C Buildings........ % .................................. a, Sanitation and plot plan approval from the Environmental Health Department in C,///C, al( 3 7. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 0 19. Planning approval for (A) Use: D)< (B)Parking: (C) Parcel Check: 1 7 5 02 � ?. 0.20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1 ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ 4� ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization .................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... C Q. ❑ Grant Deed, ❑ M.H. Title/Statement or Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ Other: �, When issued Telephone D and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 'moi �f JA_ Applicant: '7�/ '�'�" Date: �O '-d Q�� OLvo 1. Index permit application for the a hems numbered:6e,) Plan Check Letter 2. Additional items required Contractor, designe ow eas a vised of the above data by phone, ❑ mails ❑ counter, by Date: Contractor, designezfE�, was advised of the above data by ❑ phone, ❑ mail, ❑ counte y • Date: Plans reviewed by: Date: Plans approved by: Date: i Structural reviewled by: • Date: Structural approved by: Date: Note transfer bye Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan AttachodLAE C. — ,�. Floor Ran Attachad Saw to ®.O ! COU2 A) Owner Location AP# Plan Approved for: Sewage Disposal y/ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: j <; Environmental Health Specialist 8/96 Date Mr. Phillip H. Thomas Mrs. Betty M. Thomas P.O. Box 8840 Chico CA 95928 -- RE: Building Code Violation-'--/ 2846 Chico Ave., Chico CA 95928 AP # 039-120-045 Dear: Mr. & Mrs. Thomas Butte ount LAND OF NATURAL W E A L T H AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the conversion of an agricultural exempt building to a garage and a garage conversion to living space. Since special inspection reports are required for the above work, please submit said reports for review. Final field authorization cannot be made until the special inspection reports are reviewed and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:tp cc: Assessor BUTTE COUNTY DEVELOPMENT SERVICES AA Date: (18100% A.P.#: L/ oto Owner: NILLIV i %if -Nom m Zoning: Lio Address: aS'(,) CHy o A)/E , Cil w gMab General Plan: Location: TYPE: ]Building X r, 04 [ ]HealthPlanning Taken By: V-CAIJ\00 at] Fernut tbstory on File: [ ]None [ ]As follows: INSPECTOR'S REPORT Tenant: VYII ni Address: Description of Violation: 2 N Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas:[ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems?[ ]Yes [ ]No Hazards:( ]Yes ( ]No 91b T/ , Person Contacted: 9/64q57 yV%�� e,�cribe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: CDDN ACTION RECOMMENDED. [ ]Information Only, File [ ]Complaint Unfounded [ ]Resolved per Inspector's Report Date: [ ]Hold for Days ]Other Send Letter for Compliance st' � i ::. r.Y:.'/.•,:':` y%::i `:}i'r:•'Y..'•'i:2:i;^.:'.11:: :'•r.}v .:.;.:::. �::::::::: :.: Y.i•:::� ' irir.,• ::/l..76'{,:.v/.::4.v..:..., .. v.::.y.:Kyf:SA %: •i•,'f,.{ � i4,::�.•:i .:::. iG%y :+lyY.+i•{!ibi'r'`f.•:4:{:•}%:{ ': i`'. :{':{{{{::f::Yy: �:� :+Ci. .Y ; :;Y' ''$ 6 v, va.+G :•Y:ol.:i•Y, f'!riY+Y :i/i:�•fr.Yi'....H;.': i::yi??:':.iiyii'^:': :.: f:i•: •Y••%':i':: ;• ::•: ih }, •• . Z .,ji{$%L.�/: :41.::: f.'i :'•: v0•ii"l{v .{:......yr..�...b .............. c:::.� r...,.>...: 'fE'S%f ll,:?'<fe :3G^.:i;:¢,:Y •%i i .2 '.G. 1 � AA Date: (18100% A.P.#: L/ oto Owner: NILLIV i %if -Nom m Zoning: Lio Address: aS'(,) CHy o A)/E , Cil w gMab General Plan: Location: TYPE: ]Building X r, 04 [ ]HealthPlanning Taken By: V-CAIJ\00 at] Fernut tbstory on File: [ ]None [ ]As follows: INSPECTOR'S REPORT Tenant: VYII ni Address: Description of Violation: 2 N Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas:[ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems?[ ]Yes [ ]No Hazards:( ]Yes ( ]No 91b T/ , Person Contacted: 9/64q57 yV%�� e,�cribe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: CDDN ACTION RECOMMENDED. [ ]Information Only, File [ ]Complaint Unfounded [ ]Resolved per Inspector's Report Date: [ ]Hold for Days ]Other Send Letter for Compliance st' e y � —� } . ,K_-,.� . �.�. _..�__ .� _.�__ x. ,. ___ _ � ��= �� FLOOD PLAIN DECLARATION I declare the actual value of the proposed construction work under building permit application number: Oz-OZ70 at the location of --Z94'6- '641W At �G'ffl�0 Assessor Parcel Number: forth� n IA16 i1A does not equal or exceed the definition of "Substantial Improvement'". I am aware the building site is in a flood - plain area, even though I am not required to _ comply with the flood plain management criteria. Property Owner: Address: Z cU PhoneNumber: -5730 1-�;, -3, 4K, Date: ' Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. Gt�� AiW- App,¢ 41QAe- LVI-10 BUPLAN TOM FISCUS REAL ESTATE APPRAISALS June 27, 2002 Mr. Phil Thomas 2846 Chico Avenue Chico, CA 95928 RE: Barn / Garage Conversion _ ARN 039-120-045 Dear Mr. Thomas, 555 VALLOMBROSAAVE. SUITE 45 CHICO, CA 95926 (530) 345-7900 (530) 345-2129 FAX This letter is intended to convey to you my opinion of the "MARKET VALUE" contribution of the "agricultural building" when it is administratively or "virtually" converted to a legally permitted "garage" structure. This virtual conversion by the Butte County building permit process will not increase the value of the "agricultural building" an amount greater than 50% of the building's original value due to the following reasons. A. Your new home at 2846 Chico Avenue already contains a three- (3) car attached garage structure, hence there would be no increase in value due to additional car storage utility. B. There is another "legally permitted" detached two- (2) car garage/shop building on the subject property. Again, there would be no increase in value due to additional car storage utility. C. The virtual conversion of the "agricultural building" to a "legal" garage will provide additional car storage facilities, however there is a limit to the resultant increased utility due to duplicity of use. If this building was located in a zone where commercial and/or industrial uses were permitted, thedan increase in value might be measurable. Thank you for this opportunity to serve you. Sincerely, TOM FISCUS — CREA California Certified Real Estate Appraiser AR009044 / Expires 9=18-2002 SUBJECT PHOTOGRAPH ADDENDA Borrower Client Phillip H. Thomas Property Address 2846 Chico Avenue City Chico County State CA Zip Code 95928 Lender Phillip H. Thomas FRONT VIEW -BARN REAR VIEW - BARN Form LPIC3X5 — "TOTAL for Windows" appraisal software by a la mode, inc. —1.800-ALAMODE Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (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. Owner: Phone: ge-21 Mailing Address l'�,�-f5'g Site Address: Assessor's Parcel Number: j_p �� �cf� 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 1. INFORMATION: Is there a primary dwelling on the property? Yes [�/ o El2. Is the structure already built, under construction, or under notice of code violation? Yes [ , [� 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No 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 [+� 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ . No 9 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No [+� CONSTRUCTION FEATURES: 10. 11. Will this building have insulated floor, walls, or ceiling? Will this building be heated Yes No ❑/ or cooled? YesV o [f 12. Will this building have a water closet/toilet? Yes o ❑ 13. Will this building have a sink? Yes [7�No ❑ 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? NO u f- 16. What type of wall covering will the building have? up tires 1 of 2 PROPOSED USE: (check only one box) 1. residential Storage Shed — I will be storing in this building and it will Mrivate a used for any other purpose (no bathroom and no heating or cooling). 2. 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 garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy' ❑ Other — Use = 1. Describe type of Workshop 2. Must be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with,specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: < �� Date:—� -� 2 of 2 7-7 -lot 0. � X10 ` _ J Cra�mgb f Ica , Me,-i4 6914G � wog PLANNING DIVISION-BUILDING PLAN APPROVAL ��- o Use: ®1< Date: Parking: —Landscaping: - 1 r ��� 1;d o yS Other: Signature: s NOTES 0W I r +o sl, o, J i i RESIDENTIAL 039-120-045 99-1432 PERMIT NO. THOMAS, Phillip H. 2846 Chico Avenue, Chico Contr: Owner New Single Family - x. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ OFFICE COPY Address GAS Meter By Date Z/av ELECTRIC Meter By Date JOB FINALED (Date) Signature .�%" T s. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES c. 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, —A * (530) 538-7541 CORRECTION NOTICE OWNER Y 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 '0'-7F Date REV 10/92 Inspector Inspector COUNTY OF BUTTE z BUILDING DIVISION DtPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE S'- /f'3 t 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 complete,ri d. If you have any questions pertaining to this matter, or need additional explanation, plea=t' act t is office immediately. •e , / .o ewrcC�®.,! /19Lt1 S .E�n.vt.�..r �s :v�c�G'�� l�sJ AV' - , Date fd J 3 — `I?nspector REV 10/92 Y++'^Y� fi";y+.J�dYt-^'Y��i11y,''�f- • -1+�]r•*r-"+`S�".lt p rte; 1i COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CP • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION iNOTICE 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 Wmpleted. If u have any questions pertaining to this matter, or need additional explanation, ase contothis office immediately. d / G1 !/Jd--e-\—s V, /I e� O v A7--- t.'ao ol- Date Inspector REV 10/92 V = OK 0 = Not OK / - = Not Applicable 'RESIDENTIAL (Single & = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 7rc.,- -- 64 t tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi s -Fireplace Ftg.-Steel D.W.V.; Fall-Ftting-Tet-34MeriG Q -Sewer Test :)k 10. UF`G ipe; S' Anchors - Yard GaS Piping; Size T Water Pipe; Test -Anchors -Regulator -Service Test 1 . Electric Underground 13. PI =14 Du ; Cleara -Mat al -Support -Ins. rs•Si s -Anchor Its -J ts- 1 Access & Ventilation 16. Insulation Date % Date Card 8-1 Date C&A 611 Card B-1 Date Card B-1 Date AUMBING (Permit) OK except #'s 1 Water Htr.; Vent -Access -Combustion Air Baffle 1 . AULN. L 2 . Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date jj.eb Card B-1 Date Card B-1 Date SZ+y mrd B-1 '%�� Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fi re & Transformer Clearance -Ins. Protection 24. ec.3h)ceptacles Spacing -Lights & Switches at Doors Boxes & No. of ZVRoffje<Fnstalled R@se3p Edge of Studs & C.J. 27. quip. Ground made up w/Meeh Fasteners -Bond Gas & Water 2 pliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AJ -A,6) Wire Size, ga CY)or AI 30. Range Circle / f3 / ga (6r Al -Oven Circ. / / ga Cu or Al Insulated Neutral 61?es O No 3 . Service -Riser Conductors & Ground Main Disconnect V. Equip. Clearances Panels-Motors-Mech. Equip. 33�Clothes Closet Light -Shower Light -Spa Light 84!1moke Detector Date ' 1CIV tw Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA AL (Permit) OK except #'s x 4.C. D Cts Insulation & Support 3 . � e Fan, Exhaust above insulation ?i /1 ondensate Drain & Overflow, Size & Grade 38, -furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 1 % Date /JI t°' Card B-1 �� �6ate Card B-1 Date / Card B-1 o Date Card B-1 Date FRAMING (Permit) OK except #'s is Proper Materials & Anchors W IIs Studs -Nailing Spacing & Braces a ound 4 Gearing Walls over Girders & Floor Nailing 4&,i raft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Duplex) a Date FRAMING (Continued) i 4 ars- Post Caps -Anchors -Connectors 4 . Cf . Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fire lace Ties or Type A Flue-FirepLace Throat Clearance 4 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles dr . indows or Exiting Doors -Sill Ht. & Di ensions Saatage Fire Protection Framing ,C oot p5fa 2. Pr perty Line Firewall & Openings E oors-One 3' -Check Garage 3rd Story, 2 Exits ,94_S.tairs; Width- Headroom -Rise -Run -Landing -Fire Protection PlywyCdon Roof Overhang -Attic Vents -Rafter Outriggers LV-V� St co Me rip Screed -Fd. Vents-Underflr. Access g Area -Glass Prolacti Skylights -Plastic Inte n -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6 1 tees -Door & Sidelight Protection -Landings 6 moke Detector Furnace Vents -clearance -Comb, Air -Connector - Above Floor -Ducts -Meeh. Protection la!!G .. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels & Rails ireplace or Stove, Clearance -Hearth 7 e . Outlets at Wood Panel, Int. & Ext. 7j,-' . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Flec. Outlets & Receptacles at Kit. Counter 'W.. Ga , ge Fire Door; Swing -Landing -Closure 7 Duct in Garage -Damper tvlwtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor -Mach. Protection 7VPJe., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic X98—G03Pd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 8 wing Instld./Drive J Yes No/Walks D Yes No/Planters 0 Yes _ o _.,5fucco Brown -Finish Unit Disconnect, Electrical -Plumbing ./Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ,.Boater Well, Disconnect, Electrical, Plumbing 87. xterior Elec. Trim, G.F.I. Receptacle -Underground 14. Ventilation Throughout House 89. ss Protection rrection rom Previous Inspections G -Meters Tagged, Gas -Electric 92 ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate- her Ce ' ' to . 94.' ddress 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: V = OK 0t= Not OK, ' = Not Applicable = Not Ready MOSILE.JiOMES x_ Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 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 -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, COVE , ARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-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 - l 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness 1 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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12,196) APPLICATION AND PERMIT 99-1432 X1432) ASSESSOR PARCEL NUMBER 039-120-045 A 10 ZONING BUILDING PERMIT OWNER PHILLIP H. THOMAS TELEPHONE ��/„� `e SO. FT. OCC. BUILDING VALUATION R 164,322.00 OWNERS MAILING ADDRESS P.O. BOX 8840, CHICO 95927 8223 U 1-4-,-79-6.00 CONTRACTOR'S NAME OWNER TELEPHONE 1037 C 3' J CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 4,800.00 LENDER'S MAILING ADDRESS Total Valuation $ 197,T9-9.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 982.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 638.62 BUILDING ADDRESS 2846, CHICO AVENUE CHICO 95928 Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1664.12 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Lx Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L2 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping stem 1 - 5 outlets 15.001 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s 164.00 ELECTRICAL PERMIT Fling Fee 20.00 800V 0' i LESS Main Service zo.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Lathe following reason: I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) C3' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .� X ` �-� r S Date -Z �` S Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I 000 46.00 NEW CONST. DW EwNG OCCUP. SO OR ADONS. ( 8 ACC. BLDS. 3.5Q 35.27 ," HR°�I. MULTI-OUTLETRCUITS @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup.OUTLET OR FIXTURES �,L @ ,50 Ex. Occup. OFUTLEE°�sA a ) E 5.00 A Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 178.27 MECHANICAL PERMIT Fling Fee 20.00 Heating 50 Cooling 50 Hood 6.50 6.50 Ventilation 4 4.48 18.00 , PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 °� TOTAL FEE $ 2196.89 UAZIZ OD CDF P EL Po HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. _ By Date PERMIT EXPIRES ON Date Receipt No. 273239/$2137.3%/2 7JW WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT ,.P,.-... 1*v, k, • ,..- —� y1.��M:.4.%V'v��ru`'�� �.�Ii�':.:.,'d'yy%t+t.'�%,.r'Nl,,I�"3itypiiisfa..•;I�'�'tW�l•—,�iifi•rp�'�'`Y"3i:+•�4~-,.r�' ,�^R:�atar �', . v � .. Q_ .-r•`..r.;7�` r .,•:'.-` "Sf" COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 1 PERMIT APPLICAITON DATA SHEET OWNER: Pf—(IW1 i-4 '� 9,r_F� A— F ASSESSOR PARCEL '% Zr) — a �� Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be 06itted prior to permit processing "d/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 prepay r of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -- ----_ . . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --- -i. ---- %_ 1 , c1C� 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ I anufactured Home data and installation instructions including Tie Down Specifications.------------------ eesof $------------------------------------------------------------------------------------- 1. Impact fees as shown on the attached schedule. - y�-� f -------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees---------------------------------------------------------- ❑ 13. Flood elevation certificate. ----- ❑'1'48anitation and plot plan approv f ' ❑ 15. City of Chico plumbing permit. Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ---, ------------------- 0 17. Planning approval for (A) Use: 0 K_ (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required Request to Building Inspector on 1:12 1. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number- ----------------------- 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. -------------- ------------------------------_. 027. Manufactured Home utility clearance.--------------------------------------- � (Date) 028. Existing violations and/or expired permits. --------------------------------------------------------------------- ❑29. ❑433 A ❑Grant Deed, ❑ H. Title, ❑ Check to H.C.D A' f ,^--------------- �0. Other: LI J -�1/ ,1'nIhlSi KaT/U � 1 �,0_4rd � ! When you is a ermit rocess as follows ❑ Mail to owner, ❑Mail t contractor.— ❑Telephone.9 .— 346d �� and hold for pickup at office. ❑ Deliver with inspector. Applicant: %/ /�Zyw,�� Date: & Copy of Haz-Mat form sent ❑ Health Department, m Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: �+ 1. Index permit application for the above items numbered: ❑ Plan Check List't „ 2. Additional items required: Contractor, designer, owner, was advised of the above _equired data by hone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 6r�f Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ►P- i _� EE..H. USE NL�V •moi ��y y Plot Plan Attached Floor Plan Zached Sent to B. TO: Building Department I� FROM: Environmental Health SUBJECT: Sanitation Clearance PU"&D UJJLVI-� IAQ. 0 R q-1, 0-0 ' Own Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for&�—dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Heal 8/96 Specialis H =11 BUTTE COUNTY SCHOOLS'IMPAb,.T FEE CERTIFICATION FORM (One'form -per Building) School District CUSP Building Department No. A.P. Number O'SC? /20 O,/S' Jurisdiction: city County Property Owner b) es Property Location/Address e-- A/; e_,-) q_c 9 ;t Subdivision Lot No. Residential Development ET -1 No of Living Mobile Home Units Installa-ion C6mmercial/Industrial New Additiw) ................................................................................................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection); .................................................................................................................. Sq. Footage (including Exterior Roofed Areas) Building Department Representative Date'. (door mans reVIOWOCI by SchoolUiStrict Personnel) District Identificabon 'No., o C)a IC9 0#1 OXASD School District certifies that I (Applicant) 0 7 L�� (Street Address) (Phone'Npmber) 9 (City) (State) (Zip Code) -7 LIA has complied with the requirements of Resolution Na. 7 L/ 9K by payment' of $ representing square feet. School District Repreiintative. Paid by Check # Remarka: 2926 $ L MITIGATION S Notice: You may protest the imposition of the fees identified above by submitting awritten protest to the Government Code Section 66020(a), within 9P -days from the date fees are paid. Failure to submit a tiTly wri you from challenging the imposition of the fees in any ..ourt action. a1711 4/7*111 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certili NIW2 notified by the applicable Local Planning Agency that this project is being reviewed -under the California Environs this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Rink (school district) Date ,,pIiQnWi h rt will prohibit FDA School District Is Pity Act (CE0A), feeform.xis (10/98)dmm RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: -rAa ,s- BUHMIN PLAN CHECKER: _ ? o2L_ A P. NUMBER: :.3,= 9�- :Zoning requirements: (side yards and number of permitted living unfits). valuation Plans signed by designer. - Proper description of work on application a Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: —�� Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. - -41 Grading, fills and/or drainage. .� Flood hazard Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. dt F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior 1soplaclesIbk maintenance of mechanical equipment. Location of water beaters, heating coohn equipment, ther electrical or gas equipment. Garage firewall, door size and closer ec on Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. llevations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. after ties or bearing ridge beam. Fireplace construction details and ca1c. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: loadings rine and nm. Lead clearance, handrails (Section 1006). t-- Guardrail details (Section 509). I' Brick or stone veneer (Section .403) . b! Exterior plaster - weep st=eeds '(Section 2506). i' Proper roof pitch for rood' covering (Section 1501). r'— Roof covering type - (fire hazard).. Foam insulation .'protection. 05c— 36' halls and stairways. L;- Living area over garage - complete 1 -hour aipiritioac required an garage side includin6 SPP g � Od per• . Two exits on three - stay dwellings (Secticn 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. ruluirements. Noise requirements on duplexes. Energy design- Flashing esignFlashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 BUILDING PERMIT SITE PLAN CHECKLIST APN: 03 —12 0-0145- 0. Building'Pei 96.-��_ )4:31 2 - CL rn Proposed Use: SFD U MH U Res. Accessory 0 AS. Bldg. 0 Commercial 13 Other. Zone District: A -)o General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Us6 Permit: Requires a Minor Use Permit: Requires an Administrative Permit:' Accessory Bldg. Use: A Parcel Created By Map? No: > Yes: Bo6WPage� Map Conditions? No: _ Yes: Se6 reverse' -side Use Permit:Variance: Dev.-Agreement Applicable Setback Zoning Code Streets & Hwy. Fire Prevention: uMvi4iqn.MAP Front Side Side, street Rear Height Parcel in Land Conservation Agreement? No -X Yes: Check Use Parcel in North Chico Specific Plan? No: � Yes: —, Check NCSP Zoning Parcel in Floodplain? No: — Yes:, Zone: ''A 0 Panel No.: CO LCD Parcel in EnteZo rprisq, pe? No: Yes: Check Use tuk4e�-sk eK_Pka4-.9 pc),, yes Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: ©�C.; Reviewed BY:Date: - —) q� R CHECK SPECIAL CONDrMNS WHICH APPLY TO PARCEL: ALL PEES TO BR_ p ID TO THE B I DI VG nrt�cin�• UN ESS OTHERWISE NOT _n, L —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shallbe defined as a Stu tlAm a trunk measuring 4 inches in diameter, 4 feet from ground leve. Mature trues removed sha11 be replaced by pjandng replacement trees of equal number and not less than — gallon size, _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be ' retained as part of the project shall be fully protected through the use of root protection zones (RPZ). During conttrugxWo, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the ajmk tui the dripline. Within this protective buffer, no grading, trenching, M or vegetation alteration of any kind shall be allowed. TW RPZs shall be maintained aft= the completion of constriction in order to continue to protect the oak tines, but the fencing shah be removed _3. Fencing for area other than residential areas shall be limited to a maximum, of S wire strands. MW lower strand sw be at _ least 16" above the ground and the upper strand shall be no lugber than 48" above the ground, _4. Pay the required CSA 87 Traffic and Drainage Mitigation foe of - _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following eaddkm= must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. : ` —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8.- Automatic fire suppression.sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system with hydrants that meet Fire Department specificadoa:. serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid Pay the amount of $750 as stated in the Oroville Area Traffic Midgatiou Fee Agreement. Payment to be made to the Planning Division. . _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K.12I_ DC- 14 FR.M 7 AUG -18-99 WED 10:29 Env Health —Chico Post -it° Fax Note 767 j' oateg, ¢ P E.E. Tp C9'WK�G.— From Co epi.L1 _ -�/►� Co. Phone 9 Phony # ; Fax 1 f38--9,1!4().Fax July 27, 1999 5308956512 P.01 f/s I" Environmental Health JUL. 3 q 1999 Chico, Cali fomla Carl. ,Rodriquez, R. E. H. Division of Environmental Health U: Your letter of July 19,'1949 regarding my application for a septic tank permit AP 039-120-040..5 1. Flood PWn: ei rgvjded by Wes Gilbert Engineering. /2,'%iable Water: he vye11, Was chlorinated per your attached instructions. Two samples tal ep on two different days are being tested by Monarch Laboratory, Inc. I asked them;4o rjtail or #ax�a copy of the results to your department. Upon receipt of ' satisfactory lab ieports please go out and test the water as I'll be gone on vacation for three weeks. 3. UsOn$ Dwellin$::I have been advised by the County Planning Department that I have until completion ;of my new home to deal with this matter. At that dine I intend to Apply for an AJministrative Permit to leave the mobile on the property to be occupied by my vV fes Mother and Sister. Thank you foir ybur assistance in these matters. P.H. Thomas fWrnLt r2 f �c I urn . o� Secor�d pc: Vance Severin, Progr" Manager ELEVATION CERTIFICATE O.M.B. No. 3067-007 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 ys NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation informatibn necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are no - require . d .to respond to this collection.of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER PH 1 GL/ P P 8 E'!Ti /i%. Tf o pm /q S STREET ADDRESS (Including Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers. etc.) _ 9P/V Day -- 17-0 o4S� CITY STATE ZIP CODE Cli�ico 619 9S�Z� SECTION B FLOOD INSURANCE RATE MAR(FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): I. COMMUNITY NUMBER 2. PANEL NUMBER •3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE 6. BASTE FLOOD ELEVATION 46 17 W J �� _ C_ ���/% s - A6 (in � depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): imNGVD'29 El Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM; and the community has established a BFE for this building site, indicate the community's BFE: I I I I 'I I.0 feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation. Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation � of JJ.0 feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1-V30„VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I I,LJ feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is I Li feet above ❑ or below ❑ (check one) the -highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is U . BJ feet above 4 or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: % NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 9 Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: � actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) �1 5. The elevation of the lowest grade immediately adjacent to the building is: ! ' .1,5 4`.i4.' feet NGVD (or other FIRM datum -see Section B, Item 7). _ SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor” as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 I ,7'.A feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement 7// 1,9 FEMA Form 81-31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner s representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway will,• enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections 6 and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,' Section 1001. , CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) 1251-6- Y �• C��u3� ►27-1--��= RCE �689 TITLE COMPANY NAME C' L5V61AURA-7A)NG 70 ADDRESS CITY STATE ZIP SIGNATURE DATE PHONE Copies should (S made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS ON SLAB A v ZONES ZONES REFERENCE LEVEL FLOOD .. 1.... ADJACENT ELEVATION IREFERENCEI ADJACENT GRADE ' LEVEL GRADE QROF ETStq 'meq! No. 31689 WITH ON PILES, BASEMENT PIERS, OR COLUMNS A A v ZONES ZONES ZONES REFERENCE BASE LEvEI REFEREN FLOOD LEVEL ELEVATION I EFLOOD LEVATION LEVEL ....... :.:.:::..... .:..: W ...;:..,..�J.:.; :ADJACENT .. '. .::. GRADE .......:.:'::.: The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom.of the lowest horizontal structural member. PATTa. 2 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 2846 Chico Ave. Chico Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. b. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material _Fiberglass Batts Thickness (inches) 3.5/6.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R13/R19 Brand Name —Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thickness (inches) — Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Uertificate of compliance, where applicable. C.L.#499150 h lint( 6,6�OAA&er� Item #s igna ure, a FEB -15 2000 Item #s . Signature, Date Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Installing Subcont (ctor (Co. N ame) Or General Contractor Co. Name Or Owner Installing Subcontractor _ (Co. ) ame) Or General Contractor Co. Name Or Owner August 30, 1999 Phillip H. Thomas 2846 Chico Ave. Chico, CA 95928 6,atte Counk - LAND OF NATURAL .WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 Re: Administrative Permit, AP 039-120-045 Dear Mr. Thomas: Enclosed is your validated Administrative Permit No. ADM 00-03 to allow a temporary second dwelling located at 2846 Chico Ave., Chico. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of De elopment Services t�Wk Paula Atterberry Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry - ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Phillip H. Thomas FROM: Thomas A. Parilo, Director Development Services DATE: August 27, 1999 FILE: ADM 00-03 PURPOSE: Administrative Permit on APN 039-120-045 for a temporary second dwelling to be located at 2846 Chico Ave., Chico, in the A-10 (Agricultural, 10 acre minimum) zone. PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements. 1. A mobile home certified under the 19.74 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Ida May & Michelle White. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department foi domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, ex( as required by this Section, and the Butte County Code Chapter 28A. 5. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division within 60 calendar days prior to the date of expiration. 7. 'The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (12( days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Permittee Signature Date Randy Wilson, Principal Planner Date RECEIVED AUG 3 0 1999 BUTTE COUNTY nim nintr. DIVISION APPROVED Development Plan ..DATE.... A.Q_Q - .3 0 1999.... .... . .... USE PERMIT -VARIANCE s i� -751 e MINOR U.P. -ADM.PERMIT PLANNING COMMISS. DIRECTOR OF �V�MENT SERVICES&��t /&�/" C, "APPLIED TESTING".CONS.ULTANTS = MATERIALS ENGINEERING: ; TESTING AND:INSPECTION Q . 'September 30, 1999 , JB Construction P.O. Box 1516 'Chico; CA 95927: - Attn: Mr: John Conner We have completed; an Expansion' Index (EI) Test per the-.1 994.,Unifdrm Building Code (UBC) Standard.18-2'•on the underslab soil•obtained from the building pad.of the Thomas Residence located gat 2846 Chico_ Avenue in Chico, CA � The soils used in constructing the, pads are very uniform in soil type. It is' our judgement that the . sample obtained for testing is"representative' of th'e.•worst case, for- expansive, soils on this Lot. ; The soil', described above was sampled for: expansion index testing. The test result was an EI = 9. The UBC classifies this soil as having a "Veit' Low" potential1or expansion. The Butte County. Building Department requires :no recommendations ' for mitigating the effects of soil expansion if the EI is less,than'20: j Applied Testing, Consultants does. not 'represent that. these test results and/or recommendations' are .,suitable whether or not •modified; .for any other- site or structure ; on this, site than the one, For which'4they, were specifically prepared. Applied .Testing Consultants disclaims' responsibility for-these test results and/or recommendations if they' are used' whole or in part at any other. site or "structure on this site. Thank you for the opportunity to be of service. Please contact. us at the address and number above-if you.have any•queAions. Sincerely (jFFSS>p ; Charles4 3060 Thorntree Drive, Ste. 10 Chico, CA 95973 Telephone-, (530) 891-6625 Facsimile: (530)'891-4243 Date: 29 -Sep -99 Client: JB Construction Tech: B. Carter Project: Thomas Residence (2846 Chico Ave.) Contact: John Conner Soil description: Brown Sandy Silt Sample location: Jobsite Sample taken by: M. Haydon, ATC Depth of sample: NA Moisture determination Gross wet wt: 326.1 Sta Gross dry wt: 294.0 Pan wt: 87.6 Net dry wt: 206.4 Moisture Loss: 32.1 Moisture content: 15.6% Density determination Wt of soil & ring: 548.7 Tape of ring: 200.1 Net compacted soil wt: 348.6 Dry Density, pcf: 91.5 Saturation determination 9/30/99 Volume of solids: 0.542 Volume of water: 0.228 Volume of air: 0.230 Degree of saturation: 49.8% Gross final wet wt: 371.3 Gross final dry wt: 300.7 Final moisture loss: 70.6 Final net dry wt: 213.1 Fir Final moisture content: 1 33.1% This test was performed per ASTM D Reviewed by: Time I Reading Expansion Index: 9 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 FRAM : THE BALLISTER GROUP MiTek August 31, 1998 PHONE NO. : 5308654940 Jul. 27 1999 11:55AM P2 Trojan Truss Company P.O. Box 85 County Road 25 between 99 West and I-5 Orland, CA 95963 RE: Trusses Supporting A.C. Loads MiTek Industries Inc 3033 G410 LANAI ORivt -SUIT[ 200 KANC MCU C ORDOVA CA 95670 USA FAX (416) 01 022 IFWPHr)nn• 1W61 (,;i 701I MiTek Industrics, LA%.. TI u xm.) a►c dC;Z'; ;ub aic adcYuatc LV �-WIPpUl t up LV au adtlitiullal 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length c:Irrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applicatior:s with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-53 5 I _ RY/ek Post -it® Fax Note 7671 Datepaof 10. To ' From Co./Dept. c� _ .1�/Lr�-cry Co. Phone # Phone # Fax # 5-3 _ oq I L4 Fax # July 27, 1999 Carl Rodriquez, R.E.H. Division of Environmental Health Environmental Health J U L 3 01999 Chico, California RE: Your letter of July 19, 1999 regarding my application for a septic tank permit AP 039-120-0406T I. Flood P 'n: eing provided by Wes Gilbert Engineering. �I /2. Potable Water: The well was chlorinated per our attach p y ed instructions. Two samples taken on two different days are being tested by Monarch Laboratory, Inc. I asked them to mail or Fax a copy of the results to your department. Upon receipt of satisfactory lab reports please go out and test the water as I'll be gone on vacation for three weeks. 3. Existing Dwelling: I have been advised by the County Planning Department that I have until completion of my new home to deal with this matter. At that time I intend to Apply for an Administrative Permit to leave the mobile on the property to be occupied by my wife's Mother and Sister. Thank you for your assistance in these matters. P.H. Thomas cc: Vance Severin, Program Manager t o; 'fi • :{. -o ♦ 'c�., •4 i * 7 °1' .4 * ¢ *:1 f t:*T}''+ o.o ¢4.* 4. > c e p' ¢. d .e a ,H b w p 'P. '? ^ > �i. o, e o is }` o p ¢.: e o 4 4 4.:4:.} { -.• } }. ;}::}.:}::}:.}- .}::}; ..::.}: P ILBERT 70 DECLARATION DRIVE, SUITE 101 _ CHICO, CALIFORNIA 95973 (530) 899-9503 S-N'GINEERING FAX (530) 891-3690 -- page 767.1 °ate P Post-it®Fax Note vZ (o ages From 6' June 8, 1999 To r 0✓ amu ffl-� co. ^ Co./Dept Phone # Phone # + Fax # 3 -Ar �. Gregory A. Peitz 383 Rio Lindo Avenue Chico, California 95926 Subject: Flood Elevation Certification Dear Greg: We have prepared and are enclosing two (2) wet signed/sealed copies of the Elevation Certificate for the Thomas property:on Chico Avenue. Once the house is under construction and the finish floor has been established, please call this office and we will measure the constructed floor elevation and prepare a final elevation certificate. Please feel free to call this office if you have any questions or need additional information. Sincerely, Gilbert Engineering Wesley ilbert, Principif Enclosures CIVIL ENGINEERING • SURVEYING • PLANNING • PROJECT DEVELOPMENT GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SHITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: ;V 1. © a rs;0(ppfe 1 have reviewed the truss submittal fo dcsign criteria have been met, r the above project and all loading Gregory A. Peitz Architect • � rte.. . �. GREGORY ---'A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Cal-culation.s For': fil-�dN��s fbcJST� -AR Otii ('t3NO. �y'fix C 29283 OF�� , LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0'= .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. 17" (0 0• y5 3) C lr 0 ) C ZZ�S i 22,141 SO SHEETS ru�naaa 22-142 100 SHEETS 22-144 200 SHEETS IQ p 4 (Q NIJ ITAog a�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS i ITS V V, _ v► ; rA 00 TZ41 V n urN \j n 64 ~> 22-141 SO SHEETS a�nvao 22-142 100 SHEETS 22-144 200 SHEETS 6q N 4� � 7; w° U ✓ `n rt r� Ad 6q N 4� 6q 1 22-141 50 SHEETS AMPAD _ 22-142 100 SHEETS 22-144 200 SHEETS ra Q a t, n U V + t \n °9 W am�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Ilz rt Qi u n. ;� ? o vi N a 'I � n i 22-141 50 SHEETS . annwao 22-142 100 SHEETS 22-144 200 SHEETS N 11' N 22-1141 50 SHEETS l anncan 22-142 100 SHEETS 22-144 200 SHEETS rip to ,io Vy , p� ` 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS O 22-14150 SHEETS annvnn 22-142 100 SHEETS 22-144 200 SHEETS O Ck o 0 QI - O o 0 - oQ .� 4 O o O } 22-141 50 SHEETS 22-142 100 SHEETS 22-144 '200 SHEETS 22-141 50 SHEETS J� ^j nMpao 22-142 100 SHEETS 22-144 2.0.0 SHEETS Vi: ` n Qf - �. 22-141 50 SHEETS awvan 22-142 100 SHEETS 22-144 200 SHEETS c 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS • �1 V NJ W 0, 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Tia1e,.. _ .y•:.. ,.d., T,he��Thomas.,House, P t Add 2846 f-1, 4'A ******* Type ro�ec ress........ ico venue Chico *v4.50* (?f ' /, 3 -7, Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 7-V7 1907 Mangrove Avenue, Suite D Plan Check D to Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone ...... 1:1-. , . . .... • . . . .. _ ._ , . Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... 3043 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 289 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 25.1 % of floor area Average Glazing U -value.... 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19✓ 0.065 FRONT 2X6, RIGHT 2X6 Wall n/a R-13 R-n/a 'R-13� 0.088 PLAN FRONT FRONT RIGHT FRONT LEFT, TO GARAGE KNEE WALL, LEFT LEFT 2X6, BACK, RIGHT Roof n/a R-38 R-n/a R-38, 0.025 TO ATTIC Floor n/a R-19 R-n/a R-191 0.037 RAISED FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Door Front (W) 18.7 0.550 2 Drapes.Std None Yes Wood Window Front (W) 40.0 0.520 2 Drapes.Std None Yes Vinyl Window Front (W) 25.0 0.510 2 Drapes.Std None None Vinyl Window Right (SW) 10.0 0.510 2 Drapes.Std None Yes "Vinyl Window Front (W) 15.0 0.520 2 Drapes.Std None None Vinyl Window Front (NW) 10.0 0.520 2 Drapes.Std None Yes Vinyl Window Left (N) 100.0 0.520 2 Drapes.Std None Yes Vinyl Door Left (N) 196.0 0.550 2 Drapes.Std None Yes Wood Window Left (N) 3.4 0.520 i/A 484pes. Std None None Vinyl Door Back (E) 70.0 0.550 2t�/,4td None Yes Wood Window Back (E) 83.0 0.520,4 2 D None Yes Vinyl Window Back (E) 25.0 0.510 2 None None ',Vinyl - Window Back (E) 5.0 0.510 2 H P.M.VNone None Yes Vinyl Window Right (S) 3.4 0.520 2 Drap .6S_tAr�?) None Vinyl s CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Proi ectt.TittI.e:.........:....The..Thomas House o -... - a .,Date .... MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal .. I ._.. .") Orientation FENESTRATION _ ....,,. # ,of.- Int.er•ior.. , ..!,.�,. _ . ,; Over—, , _ . , . . Area U- Pan- Shading/ Exterior hang/ Framing (s f) Value es Description Shading Fins Type Window Right (S) 85.0 0.520 2 Drapes.Std None Yes Winyl Window Right (S) 18.6 0.510 2 Drapes.Std None Yes Vinyl= Door Right (S) 56.0 0.550 2 Drapes.Std None Yes Wood THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorVert Yes 221 1.0 SHOWER ENCLOSURES InteriorHorz Yes 339 1.0 BATHS/KITCHEN/COUNTERTOP InteriorHorz Yes 704 0.5 DINING RM./LIVING RM. HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas .0.800 AFUE Attic R-4.2 Setback AirCond 12.0"0 SEER Attic R-4.2 Setback Tank Type WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Tank Energy Size Factor (gal) Storage Gas - Recirc/Timer 1 .60 EF SPECIAL FEATURES/REMARKS The Entry door is located on the Southern elevation. For reference purposes FRONT modelled as the WEST orientation in these energy calculations. 50 External Insulation R -value R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ..Project: -Titley ... s^The, Thomas, House MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal COMPLIANCE STATEMENT Th'i•s' certificate,; -b -f= compliance lists the, building- features 'and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 1907 Mangrove Ave. Ste E Chico, CA 95973 Phone... 530 894 5719 License. Signed.. ate - ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. OB 9 (ddte) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R .Project_Ti.tl-e:.........•The••Thomas,House, �.._._,, >>•--. ,-..Date........- ✓ 06/08/99 P t Add 2846 Ch' ******* 150(1): Slab edge insulation - water absorption rate no greater rojec ress........ icu Avenue Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 FieldC ec Date Climate Zone............ 11 1 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. %e 150(b): Loose fill insulation manufacturers labeled R -Value. r *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. "- 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed ro limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. N,A 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project . T ,t,le,. ,T.he, Thomas- House , Date :0,6;./08:/.991 MICROPAS4 v4.50 File -99142S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78. thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. M A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance WWI with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IG (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project•,Title° ....:.... Thel`•Thomas -House °�' :Da'te'..'.'.':`: 10"6/08'/99 ..' Project Address........ 2846 Chico Avenue ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan C ec Date Chico, CA 95926 916-894-8466 Field Check/ Date C1'imat'e Zbne :.......... .1.1 _ .., .. Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99142S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic, Run. -3043 SF Res. -Submittal Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 14.18 14.77 -0.59 Space Cooling.......... 13.93 12.59 1 _�4 Water Heating.......... 8.59 9.14 -0.55 Total 36.70 36.50 0.20 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of _Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 3043 sf Single Family Detached New Front Facing 289 deg (W) 1 1 ReducedYear Raised Floor 1 28795 cf 3043 sf 3043 sf 0 sf 25.1 0 of floor area 0.53 Btu/hr-sf-F 9.5 ft BUILDING ZONE INFORMATION Floor .# of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 3043 28795 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Tittle.. The ,Thomas House !->r % . • , Date,.-.,,. Surface 06,/08°/99- MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal OPAQUE SURFACES • • •Area-.. U- •Insul 'Act Solar ;,' -'Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 423 0.065 19 289 90 Yes None FRONT 2X6 2 Wall 192 0.088 13 289 90 Yes None PLAN FRONT 3 Wall 17 0.088 13 244 90 Yes None FRONT RIGHT 4 Wall 17 0.088 13 334 90 Yes None FRONT LEFT 5 Wall 18 0.088 13 289 90 No None TO GARAGE 6 Wall 44 0.088 13 289 90 Yes None KNEE WALL 7 Wall 537 0.088 13 19 90 Yes None LEFT 8 Wall 30 0.088 13 19 90 Yes None LEFT 2X6 9 Wall 690 0.088 13 109 90 Yes None BACK 10 Wall 44 0.088 13 109 90 Yes None KNEE WALL 11 Wall 447 0.088 13 199 90 Yes None RIGHT 12 Wall 30 0.065 19 199 90 Yes None RIGHT 2X6 13 Wall 201 0.088 13 199 90 Yes None TO GARAGE 14 Roof 3043 0.025 38 n/a 0 Yes None TO ATTIC 1Z) r"loor u1 v.v-3i ly n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Door 18.7 2 Wood Hinged 0.550 289 90 0.88 0.78 Drapes.Std 2 Window 10.0 2 Vinyl Slider 0.520 289 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 Vinyl Slider 0.520 289 90 0.88 0.78 Drapes.Std 4 Window 25.0 2 Vinyl Fixed 0.510 289 90 0.88 0.78 Drapes.Std 5 Window 10.0 2 Vinyl Slider 0.520 289 90 0.88 0.78 Drapes.Std 6 Window 10.0 2 Vinyl Slider 0.520 289 90 0.88 0.78 Drapes.Std 7 Window 10.0 2 -Vinyl Fixed 0.510 244 90 0.88 0.78 Drapes.Std 8 Window 15.0 2 Vinyl Slider 0.520 289 90 0.88 0.78 Drapes.Std 9 Window 10.0 2 Vinyl Slider 0.520 334 90 0.88 0.78 Drapes.Std 10 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 11 Door 35.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 12 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 13 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 14 Door 35.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 15 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 16 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 17 Door 35.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 18 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 19 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 20 Door 35.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 21 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 22 Window 3.4 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 23 Door 21.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 24 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 25 Door. 35.0 2 Wood Hinged 0.550 19 90 0.88 0.78 Drapes.Std 26 Window 10.0 2 Vinyl Slider 0.520 19 90 0.88 0.78 Drapes.Std 27 Door 35.0 2 Wood Hinged 0.550 109 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title. T,he, Thomas !House, Date......... 06/08/99 MICROPAS4 v4.50 File -99142S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal FENESTRATION SURFACES . !::#< of�i; . .. .. Vent ... _ , .. , SC- .. : SC Interior _. . . Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 28 Door 35.0 2 Wood Hinged 0.550 109 90 0.88 0.78 Drapes.Std 29 Window 10.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 30 Window 10.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 31 Window 10.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 32 Window 25.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 33 Window 10.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 34 Window 25.0 2 Vinyl Fixed 0.510 109 90 0.88 0.78 Drapes.Std 35 Window 10.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 36 Window 8.0 2 Vinyl Slider 0.520 109 90 0.88 0.78 Drapes.Std 37 Window 5.0 2 Vinyl Fixed 0.510 109 90 0.88 0.78 Drapes.Std 38 Window 3.4 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std 39 Window 15.0 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std 40 Window 25.0 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std 41 Window 25.0 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std 42 Window 9.3 2 Vinyl Fixed 0.510 199 90 0.88 0.78 Drapes.Std 43 Door 21.0 2 Wood Hinged 0.550 199 90 0.88 0.78 Drapes.Std 44 Window 9.3 2 Vinyl Fixed 0.510 199 90 0.88 0.78 Drapes.Std 45 Window 10.0 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std 46 Door 35.0 2 Wood Hinged 0.550 199 90 0.88 0.78 Drapes.Std 47 Window 10.0 2 Vinyl Slider 0.520 199 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Door 18.7 7 2.67 3 .67 3 3. 3 46 .67 n/a n/a n/a 2 Window 10.0 5 - n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 5 2 10.6 4.5 15 7.5 n/a n/a n/a n/a n/a n/a 11 Door 35.0 7 5 10.6 5 10 10 n/a n/a n/a n/a n/a n/a 12 Window 10.0 5 2 10.6 4.5 7.5 15 n/a n/a n/a n/a n/a n/a 13 Window 10.0 5 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 35.0 7 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 10.0 5 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 10.0 5 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 35.0 7 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 10.0 5 n/a 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 5 2 13.6 4.5 13 5 n/a n/a n/a n/a n/a n/a 20 Door 35.0 7 5 13.6 5 8 8 n/a n/a n/a n/a n/a n/a 21 Window 10.0 5 2 13.6 4.5 5 13 n/a n/a n/a n/a n/a n/a 23 Door 21.0 7 n/a 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 5 n/a 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 35.0 7 n/a 9 1 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Ti.tle:.....;... The, .Thomas House. Date-. ........ 06/08/99 MICROPAS4 v4.50 File -991425 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal OVERHANGS AND SIDE FINS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 50 R-12 1•r f •, ••• ,..• -Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 26 Window 10.0 5 2 9 1 3.5 12.5 n/a n/a n/a 12.5 9 1 27 Door 35.0 5 2 10.6 4.5 7.5 .15 n/a n/a n/a n/a n/a n/a 28 Door 35.0 4 n/a 3 1 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 10.0 5 n/a 3 .67 n/a n/a. n/a n/a n/a n/a n/a n/a 31 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 25.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 10.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 8.0 4 n/a 3 1 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 5.0 1 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 15.0 5 n/a 3 .67 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 25.0 5 n/a 10 67 n/a n/a n/a n/a n/a n/a n/a n/a 41 Window 25.0 5 n/a 10 67 n/a n/a n/a n/a n/a n/a n/a n/a 42 Window 9.3 7 n/a 10 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 43 Door 21.0 7 n/a 10 5 n/a n/a n/a n/a n/a n/a n/a n/a 44 Window 9.3 7 n/a 10 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 45 Window 10.0 5 n/a 10 67 n/a n/a n/a n/a n/a n/a n/a n/a 46 Door 35.0 7 n/a 10 .67 n/a n/a n/a n/a n/a n/a n/a n/a 47 Window 10.0 5 n/a 10 67 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 InteriorVert 221 1.0 24.0 0.67 R-0.0 SHOWER ENCLOSURES 2 InteriorHorz 339 1.0 24.0 0.67 R-0.0 BATHS/KITCHEN/COUNTERTOPS 3 InteriorHorz 704 - 0.5 14.0 0.09 R-0.0 DINING RM./LIVING RM. HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 AirCond 12.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 50 R-12 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Thomas House Date........ 06/08/99 MICROPAS4 v4.50 File -99142S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal SPECIAL FEATURES/REMARKS The Entry door is located on the Southern elevation. For reference purposes FRONT modelled as the WEST orientation in these energy calculations. t HVAC SIZING Page 1 HVAC Project Title........... The.Thomas House Date........ 06/08/99 Project Address........ 2846 Chico Avenue ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone............- 11 t..• Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99142S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3043 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shad!..,, _-; ......... Overhang Shading Used...... Latent Load Fraction....... Description 3043 sf 28795 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 289 deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 17843 8372 Glazing Conduction ............... 17489 9761 Glazing Solar .................... n/a 13928 Infiltration ..................... 18209 5983 Internal Ga -in .................... n/a 2100 Ducts ............................ 5354 4014 Sensible Load .................... 58895 44159 Latent Load ...................... n/a 8832 Minimum Total Load 58895 52990 Note: The loads shown are only one of the criteria, affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. +r y- ... .,:-.., .x..c` ,. .. -'u .R �.._ > .. �.:. ,,.� r • i,,.- . •yp u'2v'• .._..,,_ Z'r .r•r�r� r rvl• f,i.r r -..;w. .tit , . sf l 039-120-045 #98=2243 THOMAS, PHILLIP 2846 CHICO AVE. CHIOC OWNER RELOCATE MAIN ELECT SER PANEL n t OFFICE COPY )I Address -:2A'q `GAS — Meter By Date ELECTRIC Meter By n �� Datel��,- r � ,,v6-1 D ✓'�= /fir r3�f�' .. � . �. ► t ,. ..�,. - � r., r --.- . •-,�.�}r ,- - .. .- .... �.,r ter,. - � -.� , -.� COUNTY OF,BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT d'1;44'S ASSESSOR PARCEL NUMBER 39-120-045 ZONING A 10 BUILDING PERMIT OWNER THOMAS PHILLIP TELEPHONE 899-3860 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOR 8840 CHICO 95927-8840 CONTRACTOR'S NAME 0WM Vtri�L+l[ 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 MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 2846 CHICO AVE, Energy Plan Checking Fee $ CHICO $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL=MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome a`( Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RELOCATE MAIN EL= SERVICE PRIM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law;of the following reason: t [I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt und" e�r�Sec. Business and Professions Code for this reason ,... -•IG WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation moI ? one hundred dollars ($100) or less.) �❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 7_. a. -se-., Date :;7 - s .. C Signature of Applicant - 11vowner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 4t) OC NEW CONST. OW EWNG UP. SO OR ADDNS. ( a Acc. aLos. 3.5¢FT: NST NONEW R.'.' MULTI -OUTLET @7.50 POWER APPARATUS a SINGLE OutLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ .so Ex. Occup. oimt�s H616.) F 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 9-4 P N PERMIT FEE S ftlt MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ !n HAz. D. FEES IMP FLOOD COF PARCEL Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / By ,1'�/ i'�'��:'^ art f NFA � Date / /w` .i /� f PERMIT EXPIRES ON e Receipt No. 14 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT ` • COUNTY OF BUTTE;, DE . .RTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Driv• Oroville, California 95965 • Telephone (530) 538-7541 (S �o^ MIo• (Rev. 12/96) APPLICATION AND PERMIT '"1 O0j ASSESSOR PARCEL NUMBER 39-120-045 A-10 ZONING BUILDING PERMIT - OWNER THOMAS PHILLIP — TELEPHONE 899-3860 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 8840 CHICO 95927-8840 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ CHICO $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RRRRXX RELOCATE MAIN ELECT SERVICE PANEL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law Wthe following reason: 6 I 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. ❑ I exempt ung Sec. Business and Professions Code for this reaea son �V4,4 WORKERCOMPENSATION 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 Main Service TO 46. 00 OCS.U000A NEW CONST. DWELLING OCCUP.3 SQSO. W:0 so 2R ( Fr. NEW T. co"� MUL^cTC NON-RESID. C 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FD(TURES BAL @ 1.00 0 FILED APPLNS. . OR Ex. Occup. ouTLErs R=EA 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 $ Policy Number IT a above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date —.-:2 Signature Of Applicant - Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. p. FEES IMP FLOOD CD PARCEL Po ND ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D e PERMIT EXPIRES ON !°U efe Receipt No. 245054 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF*BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Diive • Oroville, California 95965 • Telephone (530) 538-754 P €I IT No. (Rev. 12/96) APPLICATION AND PERMIT �_0 h ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER .�- SO. FT. OCC. BUILDING VALUATION OWNERSNO ADDRE D r t 7 (J CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIJNO ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 2 0.0 0 Permit Fee S ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee E BUILDING ADDRESS� Energy Plan Checking Fee s PERMIT FEE S LOT NO. SUBDNEI IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap7.00 USEOFS�RUCTURE �// SF' Duplex ❑ Mobilehome Other sPecsr Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M_/ Describe Work: /� �t9 C-�l�Yjld �y I�%p L Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Wbile Home I S I G I W IQ20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service oa oa Ess 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect��R License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is Issued. My workers' compensation Insurance carrier and polity number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) 1 certfy that in the performance of the work for which this permit Is Issued, I shall employ any person In any manner so as to become subject to workers'NA2. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories In height. Main Service tow TO t000A 46.00 Oa I NEW CONST. DWELLING OCCUP. 3.52 so OR ADONS. a ACC. BUDS. NON -REBID, MULTI -OUTLET 97,50 APPARILT� a sINGUE ounET FL 20 ® t .00 O Occup. GUn zT OR FIXTURES SAL .00'R Ex. Occup. DunE°,s M..ij EEA1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiring 23.00 c e c.,t / a../ �6O y PERMIT FEE $ v2 , cro MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt f Mobile Home Installation Fee L Energy Inspection Fee E TAL FEE $not EOCCCONHTYPEf❑ I FLOOD I COF PARCEL Po HD rss UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ (DAto Receipt No. 0)q WHITE -0. O.S. I CRNA •A ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,.t `rte ^ir-./..r y..-.•., ,...,y. w��,:,^ ,�i�v�;.t�d"�?►vi'�i tJtdF�'w'•-r,i,^yJs..r,�'-.•'.-',��.,r.n..-i�.t.�• `r � r . COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: , -IN.4 S ASSESSOR PARCEL NUMBER: :�, J - l Z i Ll S Proposed Building Use: - ` .e J Inspector: Date: -- Qy/ 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. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signatuxe on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supportingdocumentation- ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------- ----------------------------------------- 0 8. Hazardous Material Form. ------------------ ---------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation it structions including Tie Down Specifications .------------------ ❑ 10. Fees of $-------------- ----------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ---------------------------------------------------------- ❑ 12. California Department of Forestry plan aFproval/fees. ----------------------------------------- -------- El 13. Flood elevation certificate. ---------------- ---------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------ ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frim the City of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: --------------- --- El 18. Contact Land Development about ❑ Imp_ ovements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑�19ncroachment Permit for drivewaY(co tinction aPProval Porto occu ancY)---------------------0. re -inspection for a`uuired. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------ 022. Workers' Compensation carrier and polirky number. ----------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- E124. ----------------------------- ❑24. Letter of signature authorization. -------- ----------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowlelgment Statement. ------------------------------------------- 1126. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --- ----------------------------------------------------------------- ❑28. Existing violations and/or expired permit:. ----. -------------------------------------------------------- 1329. ❑433 A, ❑Grant Deed, ❑ M.H. Title, C Check to H.C.D $ .-------- 030. ------- ❑30. Other: (Date) Whe ou issue the permit, process as follows ❑ Mail to owner, ❑ leo contractor. U�Telephone o 3 g G and ho.d for pickup at C) office. ❑ Deliver with inspector. Applicant: D/ I I Date: Copy of Haz-Mat form sent ❑ Health Departmeat, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ _phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: D1te: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION �] Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signaum Please complete and return this information at your earliest opportunity to avoid unnecessary May 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,jor labor and materials for construction of the proposed property kn vetnent : YES NO 0 2. I HAVE V HAVE NOT O signed an application for a building permit for the proposed wpit 3. I have contracted with the following person (Sum) to provide the proposed construction:. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coon supervise, and provide the major work: NAME: 0 k) �O ADDRESS:Z'y; PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to prpvide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: � — SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner Builder Verification is required by Section 198.31 and 19832 of tbs. Cal fornia Health and Safety Code. This verification must he completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION n .. . L__J Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection. you should be aware that as "owner-buildee, you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by proper, owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you fare subject to several obligations including state and federal income tax withholding, federal social secw* 6xes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale. property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are hot required to be signed by property owners unless they are performing their own work personally. Information about licensed contracSprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete -the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IIMrely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: T/rfs Owner Builder.lnjormation is required by Section 19830 of the Callfornla Health and Safety Coda OVER BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT �PERMIT-N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 03 cl ZONING �11 O - 0yS` OWNER � i � -}-) PHONE NO. � S OWNER'S ADDRESS LOCATION OF BUILDING V ka USE OF BUILDING ve- SIZE OF STRUCTURE ' X ' -2-yjo-o- SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL. CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING f FLOOR TYPE Uwe' ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT i , �5As1rr` Zd d"A4t- 'J.-0 t� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any.septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. /r I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner>� Permit Fee - $60.00 The above described AG Building is a fro Idin , it. / r� � r'% PA L ROO G Receipt No. tO 1J YVJ) 1 6 z Manager Building Division �0 BY Date G Z 2 --ff White —DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant LAND DEVELOPMENT, BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Brdlding Permit No.- OWNERS--7-� NAME: -) Iii1 2, J ` l Ir) PRINT LAST NAME NOT ` NUMBER l / Bq COUNTY ZONING DESIGNATION: A FLOOD ZONE: x FLOOD MAP: 2 / APPROVED: CONDITIONALLY APPROVED: / RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS v OR MAP $9-45385 DEED INFORMATION: DATE OF -CREATION: Iy / DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:' YES COMMENTS/CONDITIONS: ArS 3� - 2-38 D U I �� �1ZL�f� O /� ..� t ✓� MAP INFORMATION: DATE OF RECORDING LOT Zlez BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED?_ (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PA/D TO THE BU/LD/NQ DMS/ON UNLESS OTH9tWISENOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. ; `k 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-35.5-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Paynaant to be miftb to the Phrring Division- _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if. such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. - A . _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures.. 21. 22. :. 23. 24. ' 25 26. 'Aia 10INdOIRM aw 3=8 A0 UNI100 86618 ` N n r (13A13a3H LD 7/96 CAWP51 TORMS.K1aLDGPERM.CLR m Vj RESIDENTIAL 039-120-045 PERMIT#96-2242 THOMAS, Phillip 2846 Chico Ave., Chico New Pri Det Garage JOB FINALED (Date) �^ Signature Vf is V=OK O = Not OK lNootReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fall-C/OZoncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / PLYL / /NaL or/ /L°fL/ /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 -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Can of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES(Plans) OK except #'s nin uirementsSetbacks-Easements /0-0- tings; SoilsSize-DepthSpacing-ConnectorsSteel zit 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca rts; Windows -Doors lectric rm .; Sils-AnchorsStuds-Rftrs-Trusses icing; Nailing VeneerStucco-Mesh Shthg-Roofing J;Zt.; Steps -0 rs-Landings Date -Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements !n 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness } Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Val 0 = No OK RESIDENTIAL (Single & Duplex) - = Not Applicable Not Ready ' Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. UNDERFLOOR (Plans) OK except #'s Fireplace Ties or Type A Flue -Fireplace Throat clearance 1. Zoning-Setbacks-Easments-Flood-Slope 50. 2. Ftg., Main; Soils-Elec. Gmd.-/ PFtg. Depth Garage Fire Protection Framing 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 53. 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. Stemwalls, Main; Steel-Blockouts- Wrapped 56. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 6a. Hold Downs and Special Anchors 59. 7. Slab, Steel -Wrapped Brace Wall Panels 8. Piers -Fireplace Ftg.-Steel 62. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test FINAL (Plans) OK except #'s 12. Electric Underground 64. 13. Pienums & Ducts; Clearance -Material -Support -Ins. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 67. 15. Access & Ventilation Elec. Trim & Subpanel, Breaker Sizes & Labels 16. Insulation 70. Fireplace or Stove, Clearance -Hearth ,pate Card B-1 Date Card 8-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GA 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Rawie Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 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. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & 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-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. I n fi I tra do n-Wa I I s -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B -i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: jk.z.. 7AO-01 4-5 676 — 2z �'Z OWNER 9'• PERMIT NO. I 0. A routine inspection indicates that the following violations of Butte County Ordinances exist at ` the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaininG to this matter, or need additional explanation, `! please contact this office immediately. A1*V T24e— /A/ S 0 (.0 MT `I� 2 c U GV i 12rf v &6-E�(M-Z,' S agg-24,ced'e . �r 1 Y` y�. S T Date 11-10-960 Inspector Irti REV 10/92 rh COUNTY OF BUTTE =. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Ch'im CA - (916) 891-2751 7 County Center Drive, Orovi1e, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 s~" f �:r CORRECTI01N NOTICE jk.z.. 7AO-01 4-5 676 — 2z �'Z OWNER 9'• PERMIT NO. I 0. A routine inspection indicates that the following violations of Butte County Ordinances exist at ` the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaininG to this matter, or need additional explanation, `! please contact this office immediately. A1*V T24e— /A/ S 0 (.0 MT `I� 2 c U GV i 12rf v &6-E�(M-Z,' S agg-24,ced'e . �r 1 Y` y�. S T Date 11-10-960 Inspector Irti REV 10/92 rh FAI COUNTY OF BUTTE- DEPARTMENT►OF DEVELOPMENT SERVICES -BUILD DIVISION r _ 7 .County Center Drive - Oroville, :California 95965 - Telephone (91 538-754 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-120-045 ZONING BUILDING PERMIT OWNER PHILLIP THOMAS TELEPHONE 899-3860 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 8840 CHICO 95927 780 U 14,040 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ 162.00 ARCHITECT OR ENGINEER GREGORY PEITZ LICENSE NO. Plan Checking Fee $ 105.30 ARCHITECT OR ENGINEERS MAILING ADDRESS 1907 MANGROVE AVE STE E CHICO Ener Plan Checking Fee $ Energy g Penalty $ BUILDING ADDRESS 28 CHICO AVE CHICO PERMITFEE $ 287.30 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. LONE PINE SUB 1 PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: DETACHED GARAGE Mobile Home IS1G W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service a OV OR LESS ( 210..OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 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 NEW CONST. DWELLING OCCUP. SO, OR ADDNS. ( 8 ACC. BLDS. 3.5¢ FT. 27.3( NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FUTURES) 20 @ 1.00 BAL .SO Ex. Occup FIXED APPWS. OR (OUTLETS (RESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 47 -In Contractor 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 PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X zz�_ Date _,? — 3D_ � Signature of Applicant/ -M Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ U CONST. TYPE VN TOTAL FEE $ 3J314.6� HAZ. D. FEES IMP FLOOD CDF PARCEL PD 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 13ate PERMITEXPIRESON (Dffi Receipt No. g(16gnzL WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ., . +-w*::iiwRr::.� .x�t.v"�,�y7rlr't'�"�1�4�71eG�°�''r^an.'*AaYL'^-L'a�"s�iWa'c.�•T'<" �'.; ^ �:°:�i ,R'S... "�-qTi ;. ,r. COUNTY OF BUTTE,- DEPARTMENT OF7 VELOPMENT SERVICES -B DING DIVISION 7COUNTY CENTER DRIVE -OROVILLE,CALIFORNIA 95965-TELEPHQN (916)538-7541 PERMITAPPLIC`ATION DATA,S'HEET + r _ o3q- lzo-O'/S OWNER 4-A', , 11 i a H- 7-h r)ma Proposed Building Use 'Co, W Building Inspector (. JSagu, Date Q-30 9%, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or isspance: .v DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. ] 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. .34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees......................... Flood elevation letter (100 year flooA py California Engineer. ... ............ . Sanitation and plot plan approval Health Department . City of Chico plumbing permit . ............ ............................ Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ....... . Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway, permit (construction approval required prior to occupancy). ..... moo; r6�u� Pre -inspection for required. to Bu'atn9lnepector (Date) Contractor's license information. (No., Name Style, Classification). ... ........ . Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner . .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ . Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ................. '.................. ..... . Mobilehome utility clearance . ......................................... . Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .................. Existing violations/expired permits. ..... ...... . Plan check list. ...... O ...... ..�- When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation '�9V - 9' -30 -Fi Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: permit issuance: (Circle new item not checked.above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer owner, w advised of above required data by _ phone _ mail C to y _ Date Plans checked by Date I�Plans approved by Date 0- U Sets of plans on hoYd in File cabinet AP folder Copy - Department of Public Works - t TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ! E.H. USE ONLY Fla an AU.W t/ Floor PSen' Scat to B.D. c. Owner Location AP# Plan Approved for: Sewage Disposal, Water Supply: Public Private Well Clearance for bedroom mobile home. Othe10A CQC)'f-0Cd Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/92 O.B.- I ...,............ ME •: .i . °v r ......... .. { a� :.::•::::. Nox.: .. Feee 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 m=r labor and materials for construction of the roperty improvement ] NO[ ]. I HAVE HAVE NOT[ J signed an application for a building permit for the posed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: C=: - PHONE: z CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER:, V�aa' SOCIAL SECURITY NUMBER:l� DATE: g — 3O 7% NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yoursel>; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the ' entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance cow, and unemployment compensation contnbutions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract - the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sinrel , Michail C. Niels, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER TYP. NOTCH @ 2411 O.C. 3.511 Max. 1.5 i Max. SYM ABOUT (P1) r (N) r( S (SO 12" Min 24" Max. 2411 " Max. Outl Gable End (S1) (M) M 2X4 HF 82 or BTR (G) Strongback brace Varies �6"( .1.1 (N) I ILedger H 6 .(od mmol NAILS — 3-1011 4, NAILS �T OLCDC y EACII n0 DETAIL 'B' Roof Materia)\ Outlooker Gable end - (G) Gable end design based on 75 MPH Detail "A" wind load, exposure IIB" at 0-25 Ft. mean height. 2X Ledger (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach.at midpoint of each brace W/2 -8d common nails. Strong___ braced at 55" O.C. TRUSSRS C'D 109 1 Detail \ °II" (0) Option to web plating: -use (3)-2t1 13RACING DETAIL wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (iii) must be plated. (T) Refer to Simpson Catalog C-9441-1 for \roduct attachment specification (attach \I, A35 in F1 direction). CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. NOTE: This detail may be used for (S1) Splice plate to match common trusses. trusses with pitched B.C. also. (111) Ileel plate to match common trusses. (K) Spacing for 114 = 56.011 o.c. Span to match common trusses plate Max. Web Length 1X3* 2-0-0 trongback r✓� 3X4* 13-6-G nail to ledger to ALPIlE ElrluEEnEo PnoOUCIS. INC. KKIMPORTANTKK SHALL 1101 BE RESPONSIBLE fon ANY 1mNsses REOu"R` "'"""CAPE WARNING IN IIANNL 116, "ClION AND 12" O.CJ \ A35 OUTLOOKF,R Ledger 7-9-0 15-6-0 CRITERIA (Hall to vert. 30.0 PSF DATE 05/06/92 w/2 -10d nails) ---Gable —'--'— DETAIL 'A' \ �1 (T) 2411 " Max. Outl Gable End (S1) (M) M 2X4 HF 82 or BTR (G) Strongback brace Varies �6"( .1.1 (N) I ILedger H 6 .(od mmol NAILS — 3-1011 4, NAILS �T OLCDC y EACII n0 DETAIL 'B' Roof Materia)\ Outlooker Gable end - (G) Gable end design based on 75 MPH Detail "A" wind load, exposure IIB" at 0-25 Ft. mean height. 2X Ledger (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach.at midpoint of each brace W/2 -8d common nails. Strong___ braced at 55" O.C. TRUSSRS C'D 109 1 Detail \ °II" (0) Option to web plating: -use (3)-2t1 13RACING DETAIL wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (iii) must be plated. (T) Refer to Simpson Catalog C-9441-1 for \roduct attachment specification (attach \I, A35 in F1 direction). CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. NOTE: This detail may be used for (S1) Splice plate to match common trusses. trusses with pitched B.C. also. (111) Ileel plate to match common trusses. (K) Spacing for 114 = 56.011 o.c. Span to match common trusses plate Max. Web Length 1X3* 2-0-0 2X4* 0-1-U 3X4* 13-6-G 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length W/strongback brace (S) STANDARD 5-I1-0 II -10-0 SCALE a 0.5000 0 0 0 0 0 o ALPIlE ElrluEEnEo PnoOUCIS. INC. KKIMPORTANTKK SHALL 1101 BE RESPONSIBLE fon ANY 1mNsses REOu"R` "'"""CAPE WARNING IN IIANNL 116, "ClION AND eRo1Es DESIGN CFlIT: UBC REF 4053e�-R427 —' — {{1 7-9-0 15-6-0 III & Better 7-9-0 15-6-0 30.0 PSF DATE 05/06/92 [= NOTE: CIIORDS TO DE 2X4 FIR-LARCII 112 MIN. SEON-- 50006 - REV 15.6.5 SCALE a 0.5000 0 0 0 0 0 o ALPIlE ElrluEEnEo PnoOUCIS. INC. KKIMPORTANTKK SHALL 1101 BE RESPONSIBLE fon ANY 1mNsses REOu"R` "'"""CAPE WARNING IN IIANNL 116, "ClION AND eRo1Es DESIGN CFlIT: UBC REF 4053e�-R427 —' — � 0 0 0 oEv1AT10N fnRN IVIS DESIGN On THESE SPECIEICATIO15, OR ANY OnACl1G. SEE 1118.91 Of IPI. SEE $HIS DESIGN �O `O s TC LL 30.0 PSF DATE 05/06/92 [= O O o FAILURE 10 BUILD INC TRUSS IN CONFORMANCE NIIN OSIBB BY IPI FOR ADOIIIOIIIL SPECIAL PERNANTNT DnACIIG RE •yr C DL 15 PSF DRWG' CD109 O O C:7 O ALPINE CONNECTORS ARE NAGE OF 200A GALV. STEEL MEETING ASTN OUIRENENIS. UNLESS 0111EANISE ITDICAIEO. IOP y .0 /lilt/ �ALPINE� A446 GR A EACLPI AS NOTEO. APPLY CoNHfClonS 10 EACH FACE OF TRUSS AND u11LESS 0111EPWISE LOCATED ON 11115 DESIGN. POSITION CHOnO SHALL BE LATEnALLY ORACEO WITH MOPE" LY ATTACHED PLYWOOD SHEATHING. BOTTOM CINWIO V a r OL (U) 5.0 0 PSF CA -EMG FM o O o CONOECIORS PER DRAWINGS 130. 150 6 16OA-F. OESIGiN STANDARDS WITH PNOPEALY AI;IACNED RIGHT CEILING -- SEE No. C043845 r _.-.... - .IL = TR�• USS OO COIFORN W/APPLIC40LE PnOv IS1OHS OF NDS C TPI. AN. ENGIIEER'S ALPINE IECINICAL UPDATE (7/1/011 FOR PROPFn *, 1 �, 63091 % T.LO. .—�— 50 .•0 PSF 0/A L[N. VARIES OO CA O CO C= o I= SEAL ON 14116 DnANIID APPLIES 10 THE CONPOIENI DEPICTED HERE IN OILY, AID SNAIL 1101 Of RELIED UPON IN ANY OVER NAY. 4__IPI - IRIISS PI ATE INSTITUTE. IONS - 1991 NAI InNAL DESIGN OnYNALL APPLICATION. fuN111511 A COPY Of 11115 DESIGN 10 TIE InUSS EnECl1011 CDINnACInn. SPECIFICATION FOR 1111110 Cn15N111CITUN I1. .III.FAC -- .�I'nctNG - 5 - -- - -- •- PI TCM VARIES TYPE GARLE EN a�P I' A Job: (STICK --STOCK) / T Comm TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c En (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. 113 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �4 IN LIEU OF RIGID SHEATHING: 1O TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m @ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. — OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ir 13-0-0 13-0-0 -0- 26-0-0 -0- 26' -� R=910# W=3"8 OVER 2 SUPPORTS R=910# W=3'18 :BUTTE col,,;'m� PLT. TYP.- ALPINE DESIGN CRIT UBC CA/O/ - F Rev 17.3u6 SCALE 76092590 p p p O p p p p p p p p p p p p p p p p O O p ALPINE p p �, TRUSS `� p p �� I==1 I_ -T 1__I **IMPORTANT**ALPINE ENGINEERED PnODUC7S. ING. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSIBB BY 1P1. ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF MUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. PUSIIION COtlllECipRS PER DRAWINGS 130. 150 6 160A -F. DESIGN SIANOAP05 P.ONFOFIH M/APPLICABLE PROVISIONS OF HITS 6 IPI, AN FNGINEER'S SEAL ON THIS DRAWING APPLIES TO THE CnMPOHFHI OFPICIEO IIEIIF IN ONLY. AND SHALL HnI RE nLLIEII IR41N IN AIIY UIHEH WAY. WARNINGTRUSSES REOUIRE EXTREME CANE WARNING, HANDLING. CPECTION AND BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN FDR ADDITIONAL SPECIAL PEnMANFNT BRACING RE OIIIPEMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL RE LATERALLY OPACEO WITH PROPER LY ATTACHED PLYWOOD SHF.AIMING. RnIIUM CHUnD XIIN PROPERLY ATTACHED RIGID CF. II.ING -- SEE ALPINF. TECHNICAL UPDATE I1/1/911 FOR f91OPF11 RNYMALL API'I.ICAILON. TUfWllsll A COPY LIF IVIS DESICH III 1111. IRllss FHCC11UN C0111MCTIRI. O�pFESSION n TC LL 16. 0 PSF �,' DL 10.0 PSF ,p 4 DL 5.0 PSF r 1b.C43845 LL (U) 0-0 PSF Em. 6D9 oT . LD. 31.0 PSF �UR.FAC. 1 .25 l'�jF �� 0� Y SPACING 2 ` 4 .0" REF 8427_--34 91 DATE .04/24/96 ORW CAUSR4 I]5517 CA -ENG 1111111Jill 11111Jill�1111IIIIIIII a -11'1 - muss PLAIF. III^1111111°, r1lls - 1791 IIAI IIIIIAI. IlCslcll nvccII'ICn11UN Fnn WIRIII coHni RimmN PERMIT NO. 4654-79B PERMIT EXPIRES Berniece Abbott OWNER CONTR. Northstate Aluminum, Chico 39-12-13 LOCATION (A.P. N/S Chico Ave., app.1600'W.of Lone Pine Ave lot 6, Chico Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED ` 4 (Date (Signature) .4 COUNTY OF BUTTE, — DEPARTMENT OF`PUBLIC WORKS BUILDING INSPECTION RECORD " BUILDING BUILDING (Cont'd) PLUMBING Setback 9,*-. Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings. Windows 3rd Floor StemwalI Siding To out Slab Roof Sheathing'' Water Pi in Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping & Te t Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ElLbCTRICAL Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Oraming 3Test Water Htr. Stucco Final Subpanels Mesh MECH ICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES------------------ Elec_ Service Elec. Pedestal Water Piping Sewer - Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) —' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Northst/ate Aluminum X by ate 817,178 Signature ofvP&rmitee or Agent Receipt No. Z 5✓^� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECT 0 PUBLIC WORKS By �' Date 9-1 l �� ilding permit expires Date � BUILDING Owner Berniece Abbott SQ. FT. OCC. BUILDING VALUATION Mailing Address $t,, 3 Box 210 Chico, Ca. 95926�th8. w, Contractor NOrthstate Aluminum • a y- -`� Mailing Address d� .. 18nade Fireplace Total Valuation Chico Ca. Telephone No. 1047 Permit Fee Building Address��� PIanCheckingFee&/or Penalty Permit Fee 0 0& PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. 039-12-0-013-0 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s Sagoakon Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans rcel Declaration Parcel Ma 60' R/W lmproveme Each additional outlet .30 Building sewer 5.00 � �/ Bldg. �s Rac'd I Parcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE ' PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD -L 100 AMP 2.50 attach 2-71 $ 161 awnings OVER 600V Main service 100 AMP OR LESS 25.00 Main service/ EA. ADD•L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. \ ACCLBLDGS.CCUP. N� 22sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: I Northstate Aluminum NEW CO ID ( BRANCH CIRCUITS) 2.50ea NEW RESID, BRANCH CIRCUITS) NEW CONSTR (POWER APPARATUS.6 NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTURES 5 �2j FIXED ALNr Ex. Occup. (OUTLETS P(RESID OR REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 2?4006 Classification_��_ Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. n I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. El 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 the Workmen's Compensation Laws of California. MECHANICAL No @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee . $ $ 1 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 Land Development Fee $ TOTAL PERMIT FEE $ OL authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Northst/ate Aluminum X by ate 817,178 Signature ofvP&rmitee or Agent Receipt No. Z 5✓^� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECT 0 PUBLIC WORKS By �' Date 9-1 l �� ilding permit expires Date � x kT,cwluflu t)�oo4 H(��u ��[J �.r .,�'fi tilTr•eur u'jfJ:! x R-7 CNIco' o,3• 3�'� TOP! Ir's i'j�07C usgc Zyoa..��Je�..�s �=lamirurnu i,sLu ,ccs v ppopr couMM OF BUM r)Epy, QP PU64Iq WORKI Q .. i AU r ` 178 y AtA r couMM OF BUM r)Epy, QP PU64Iq WORKI Q .. i AU r ` 178 y AtA - ,vo COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter, 5, under permit number for the following location: Owner J-) 0=• !..: / .: /in Owner's Address �� "� ?s- �. �.� ���! �P-'�1 Mobilehome Mfg. *�' -�¢ Model Year �{ Insignia No. f !,• 7 r%s! Serial No. It is hereby certified for occupancy at the above described location and may be occupied. 9 Director,of'Public Works Date By e THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter, 5, under permit number 4, -7 for the following location: Owner �� , - �'� c . 7� 11h , Owner's Address+� ZreoyL 114 Mobilehome Mfg. Model Year rl Insignia No. / - 42'?71r S`/_' Serial No. 41) -72 + .1 / Z147 It is hereby certified for occupancy at the above described location and may be occupied. Director,of Public Works Date By r• THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Iristaller, Pink - D.P.W. • PERMIT NO. 3296-78P,E PERMIT EXPIRES OWNER Bernice Abbott " CONTR. owner 39-12-13 port. LOCATION (A.P. ) NIS Chico Ave.,app.1600'W.of Lone Pine Ave., Chico lot 6 a 3 p; i3 Temp. Power Pole �. Called PG&E ' Temp. Elec. Serv. Called PG&E y Teml Gas Serv. j, Called PG&E % 25��-7��iritdD OB FINALED. � �"� (Dat ( gnature) e nal mesn d MECHANICAL. Grd. Fau Prot. Scrat `h Heatl Service BM n Coo ng Te . Pole Fifilsh DLLits Urfierground In prior Lath ntilation enmanent oor Closer Inal nal MOBILEHOME UTILITIES Elec. Service ""'-"""""'--' Elec. Pedestal Water Piping — — Sewer -- Gas Piping E ME INSTALLATION --------------Support `Z '"Elec.Continuity Water Piping - Z -:7 Drainage 77- Gas Piping Z DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT- OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING ` BUILDING (Cont'd) PLUMBING S back F':ewall it Piping Fo s Par ets t Floor Ma Bldg. Restr om Finish 2n Floor FNPtings Window 3rd loor Ste wall % Sidinq To out Slab j Roof Sheathing Water PI Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents, Insulation X Water Htr. Heaters Slab Carport Footings Prov. for ph sic ly handicaped Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio IRE LACE Final , Footings Footing ELJfCTR16jI- Masonry Walls Throat Rough Reinf._Steel Final 5=1Vt-AQ ` nal mesn d MECHANICAL. Grd. Fau Prot. Scrat `h Heatl Service BM n Coo ng Te . Pole Fifilsh DLLits Urfierground In prior Lath ntilation enmanent oor Closer Inal nal MOBILEHOME UTILITIES Elec. Service ""'-"""""'--' Elec. Pedestal Water Piping — — Sewer -- Gas Piping E ME INSTALLATION --------------Support `Z '"Elec.Continuity Water Piping - Z -:7 Drainage 77- Gas Piping Z DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF B[`J7Ti=� —. biS PAATMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 ` APPLICATION AND PERMIT AA BUILDING Owner -Y Ali 4,G e-�^ 0 SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address 3 0 X aZ 1 0 �o Telephone No. �/2-7330 Contractor 2 1__ Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address oe `jt Go /f/GP Yo X Plan Checking Fee&/or Penalty Permit Fee /tvop a ,$ % d >F ,LONG ��NC. �+/�'U PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 Each Trap 1.50 ¢o�►d9 Yerificafion Ong Repair drainage or vent piping 1.50 PA` 1 A. P. - 1 1 - !1 Q b r/ i Zo ' Water piping j�1. O Each gas water heater or vent 1.50 F s C. Sa ' a n Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets C : 00 EQA Parking Plans P rcel Declaration Parcel Ma 60' R/W Improvem is Each additional outlet 30 Building sewer ��// Bldg'tl ns Rec'd Parcerovol Plans pproval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ 3co $ 3210-0 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 • 00 Single Family Duplex Mobil Home Others ❑ P ❑ ❑ LESS 5.00 Main service 100V OR LESS 1 Ov 10o AMP -L Main service EA. ADD'L 100 AMP 2,50 r� Main service OVER eo0PORv LESS 25.00 100 AM Main service EA. ADD'L 100 AMP 1.00 NEW CONST OR ADDNS. ACCLLING BLDGS.CCUP. 9) 20s OR CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %� NEW MULTI-OUTLET' RESID. UET; ON2.50ea NON T � BRANCH CIRCTSI NEWCONSTR. POWER APPARATUS 0 NON .RESID. SINGLE OUTLET CIR. Ex. Occuo{OUTLETS OR FIXTIIRES 5 L� Ex. QCCU FIXED APPLNS. OR p•�OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ,dp License No. Classification Misc. Wiring 6.25 Pk ® I am exempt from the Contractors License Laws of the State of California. Permit Fee $'),; p $ oZ7 LS -2 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed -on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this LA permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ p, TOTAL PERMIT F EE $ '- GU II IVI ILC I CFlICACI IL GU VCA VI the IJUUnty UI ow," to enter upon the above-mentioned property for inspection purposes. X xt,,Gj,�J,—��P Date o� Signature of Permitee or Agents Receipt No. � 7 7 o55; 6 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR O,R'l$UBLIC WORKS BY Date 6-19- 7,P B ilding permit expires Date I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS T1/� • � 7 County Center Drive - Uroville, California 95965 - Telephone: 534-4541 APPLICATION AND PERMIT auuwrrce Ft:P[C5CniaUve5 OT the County OT Butte to enter upon the above-mentioned property for inspection purposes. X Date Signatur V f Permitee or Agent ••� Receipt No. ! 7- _2 7 ✓ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR _OFiRUBLIC WORKS By-7�v -1� - Date ,Z —,7Y_ B IIding permit expires Date BUILDING Owner BA6 4C le e-9 At SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor C Total Valuation Mailing Address 0 �� Permit Fee Plan Checking Fee &/or Penal ty Telephone No. Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Cti f �oVC. Repair drainage or vent piping 1.50 Ny__ P /✓r "C `j /� -,water piping 1.50 Each gas water heater or vent 1.50 A. P. No. F� _ Zoning& Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F ke 1 &en+4� 1 Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parkin Plans Declaration IBldg. Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 A;K—'7rc'd Parcel royal Plansrovol Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service io°°V OR o AMP ORSLES, 5.00 Main service EA. ADD'L Too AMP 2.50 Single Famil Duplex ❑ Mobil Home Others ❑ Main service °o EAMP oR LESS 25.00 Main service EA. ADD'L Too AMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. ) 2¢sgft NEW CONSTR. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: J� 75 {/�-i._-+►.r,. + / TNS Ex. Occup(OUTLETS OR FIXTURES) TL� 100 Ex. Occu FIXED APP LNS. OR LETS (RESID.) EA) 2.0 Temporaryy cserviervice 10.000 License No. 13/ � 2,U C' ��� 2 Classification , Mobile Home Facilities 15.00 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wor Compensation. PPrI have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit is issued I shall not em to p employ an y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 AA b TOTAL PERMIT FEE $ auuwrrce Ft:P[C5CniaUve5 OT the County OT Butte to enter upon the above-mentioned property for inspection purposes. X Date Signatur V f Permitee or Agent ••� Receipt No. ! 7- _2 7 ✓ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR _OFiRUBLIC WORKS By-7�v -1� - Date ,Z —,7Y_ B IIding permit expires Date oouNrr or runr D1rr. or rurua WON KI AM 1R�Ey ON 7i819,10 111 11211 415,16* BUTTE.COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: p oe� Al / P r k Ly,r, 2. Installer's name:_ -e rLl� 3. Is the site currently under permit? Yes .1� No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No / 7-� (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes �. No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- �Q. Amps J 6. What is the mobilehome site service rating? --------- �SAmps 7. What is the mobilehome site circuit breaker rating? ------------- / Q Amps 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- (If yes, identify the load and size: (Load) Yes / / No/ --r` (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- . -� ((in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter -or tank to the mobilehome? � /0 (ft.) 12. What is the mobilehome gas demand? --= --------------------------- (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) (BTU). MOB ILEHOME' SUPPORT DATA If other than single wide, Mobilehome Mfr. ,,,�� furnish Setup Model No. qO Year ZS Width Z (ft.) Box Length :�__6 (ft.) -Tagalong or Expando Size _ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. e ---- (ft.) (in.) (ft.)(in.) I (in.) (in.) Center support Center support locatio s* footing sizes (in.) x (in.) (in.) (in.) (in.) (in.) (in.) Z t{ x ( -)I (in.) (in.) (in.) *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Footings (check one) 1. Wood either pressure treated 03 foundation grade. B--2' Other ( specify) Supports (check one) P� t Cncrete block. 0 2. Other (specify) Mfr --Tagalong or Expando, show support details. '67qx2 -- Typical Support in. (in.) Footing Size -- Max. Pier Spacing (ft.)(in.) -- Max. Overhang (ft.)(in.) 41fi ,a8TE COUNTY ;. BUILDING DEPARTMENfi APPROVED MOBIIzEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wit equired separation from lot lines and buildings and generally conform to plot plan? Yes No_ 2. Does the mobilehome have required clearances above ground? (Sec. 5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as peter approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level? (Sec. 5088) Yes_ No_ 5. If more than single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. . Water . A. Is flex' e connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes_&XNo_ C. Backflow - If coach is not State of Cai gnia approved, does station have backflow device and pressure -relief valve? Yes_ No //�� 7. Wastes and Drains / A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yesr/ No_ B. Does it have minimum 4" per foot slope and is it properly supported? Yes- No C. Are any leaks detected in drainage system after running 3-Wrons of water throVgh each fixture including washing machine standpipe? Yes_ No D. If coach is not Statef California approved, does station have required trap and vent? Yes No . N 8. Gas.Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome conneXtonot more than 6 ft. long? Note: All piping is to be at least as large as the mobme gas line inlet without reductions other than the mobilehome connector. Yes B. :Test OK as per following procedures YesNo :1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"a14" water column or test with slope gauge (minimum ® 6oz.'-maximum 8 oz.) calibrated in tenth pound.iAcrements.,_ Test for 10:min, without drop. 4. Connect gas meter to mobilehome.with connector, turn, on gast,t.test'`connections with .soapy water. C. Are all appliance vents properly installed? Ye 9. Electrical A. Is service large enough to provide adequate amperage to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes�No_ B. Is there proper clearances around panels? Yes V --No C. Is power supply cord or feeder assembly properly fused? Yes i, No — D. Is continuity test satisfactory as per the following procedure'? Ye No - 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord'or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. S. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor.. 6. Upon completion of the above procedure, the.power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA \ Manufacturer and/or Namestyle�/Z o % S •?L f �� Length_ Width �2 Vehicle Serial No. IAO 277 L!J%1�5� �.�L�Po 09/Vtt State Identification No. act�Q� ZFJQ Additional Information or Comments: 0 r 13 7 zv�� . PERMIT NO. 3295-78B PERMIT EXPIRES 6/14Z79 OWNER BERNICE ABBOTT CONTR. owner LOCATION (A.P. 42-12-13port 'NIS Chico Ave, app 1600' W of Lone Pine ,Ave, Chico r Art C t, x t S . 1 • 1 Pl£G Temp. Power Pole 1 Called PG&E _ Temp. Elec. Serv. Called PG&E ` Temp. G Serv. C ed PG&E JAB c , INALED w t "----••(Date)— . (Sig ature) I COUNTY OF BUTTE — DEPARTMENT OF -PUBLIC WORKS BUILDING INSPECTION RECORD Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal j Water Piping Sewer _ Gas Piping OBILEHOME INSTALLATION, - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS /y �y°ra44f igfv c/s,04fd /;,s/ CC7/. ® DcJN£�. i Se✓'> y� �N� � �f �d/, `s�`r �i®vs� , �7 .s �o:.v� � � E ✓f� f/. 0e t Acod",ZIA 1411 (NOTE: An entry must be made on this form each time you visit the job site.) BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwal I Insulation Heaters Slab Carport Footings Prov. for phsically handica pel Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footinq ELECTRICAL Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal j Water Piping Sewer _ Gas Piping OBILEHOME INSTALLATION, - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS /y �y°ra44f igfv c/s,04fd /;,s/ CC7/. ® DcJN£�. i Se✓'> y� �N� � �f �d/, `s�`r �i®vs� , �7 .s �o:.v� � � E ✓f� f/. 0e t Acod",ZIA 1411 (NOTE: An entry must be made on this form each time you visit the job site.) o COUNTY OF BUTTE - `DEPARTMENT OF PUBLIC WORKS . 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT An uuuiul — 1upluocrl a voa UI 1110'VUllly VI DUMC IV U111C1 Uf/V11 ln@ above-mentioned property for inspection purposes. X UAT:jrDate % Signature of Permiteee or Agent Receipt No. / 7 7 A a 6 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR 0-F-£UBLIC WORKS By Date&—/ B �ing permit expires Date BUILDING 711 Owner ra/I --C- C_ 4 hba 777 SQ. FT. OCC. BUILDING VALUATION Mai I ing Address PTe x Z 1 b C�►�co Telephone No. a-7.33 Contractor Mailing Address c/ Ar'e— V` Fireplace Total Valuation Telephone No. Permit Fee Building Address VY OF Ch.co AvC pr v)k Plan Checking Fee&/or Penalty Permit Fee ®:Op Ivoe 00 t s O F .1104wc, "'Of/v—, A-vc_ PLUMBING No. @ FEE / PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. ®� Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fs W. S-agCation Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER JZ Permit Fee $ $ p b L h GbS1= 4t C.4 V-A 4 1✓ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Mobil Home ❑ Others Single Family Duplex EJ❑ Main service 600V OR LESS 100 AMP LE5.00 Main service EA. ADD-LSS 100 AMP 2.50 Main service OVER 600V25:00 100 AMP OR LESS Main service// EA. ADD'L 100 AMP 1.00 NEW OR ADONSCONST. BLDGS.LING CCUP. ) 20sq ft l ACCDWELY CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: T NEW CONSTR BRANCH CIRCUITS NON.CONS BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTtJPES1 5 L250� Ex. QCCU FIXED APPLNS. OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 . I am exempt from the Contractors License Laws of the State of California. Permit Fee $42 $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No4 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee Is TOTAL PERMIT FEE $ GIC uuuiul — 1upluocrl a voa UI 1110'VUllly VI DUMC IV U111C1 Uf/V11 ln@ above-mentioned property for inspection purposes. X UAT:jrDate % Signature of Permiteee or Agent Receipt No. / 7 7 A a 6 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR 0-F-£UBLIC WORKS By Date&—/ B �ing permit expires Date ' '{�'• s � �t -'tbr" 'w • xt�t bMR.1 iSTAR ENGINEERING ILDIN •',i:, y3.��;;:�'i r�§�° h clo,ration CA 95973 Ve. (916) 893-1600 " FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT P H JOB NO. LOCATION 2 c. ;' �O iiy0 A ✓ DATE_:.G CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: QRpFESSIOIV M RIC���I F F ' A C 05Q590 S'T CIVIL �tiP \r£ OF C ALIS O/ LOADS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 osi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel,Reinforcing: A-615 Grade 40 for #4 and smaller "I A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood:. Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination Roof .Live Load Seismic Zone . Exposure: �— Z, psf Floor Live Load: psf Wind Speed: mph Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? Iv GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of j BY: JMR 06/05/98 JOB NO: 6310 PAGE: 2 OF: NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (916) 893-1600 DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY AMERICAN BUILDING COMPANY FOOTINGS AT SIDEWALL COLUMNS LINES 2 AND 3 MAXIMUM.HORIZONTAL LOAD (KIPS) 2.4 OUTWARD 4.3 INWARD ALLOWABLE SOIL BEARING = BEARING AREA REQUIRED = 12" X 12" PERIMETER FOOTING ? (Y = YES: N = NO) LENGTH OF FOOTING USED = THICKNESS OF SLAB = UPLIFT RESISTANCE (FTG + SLAB) TRY THE FOLLOWING DIMENSIONS: W = WIDTH = L = LENGTH = D = DEPTH WHERE: MAXIMUM BEARING CAPACITY = MAXIMUM UPLIFT CAPACITY = MAXIMUM VERTICAL LOAD (KIPS) 6.8 DOWNWARD 4.5 UPWARD 1500 PSF 4.5 SQ.FT. Y 10.0 FT 4 INCHES 6.5 KIPS 2.33 FT 2.33 FT 1.50 FT 7.7 7.6 P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F) _ Wt = FOOTING WEIGHT =.15 KCF * W * L * D = F = RESITANCE DUE TO FRICION = u * N * A = u = COEFICIENT OF FRICTION OF SOIL = A = SURFACE AREA OF FOOTING AGAINST SOIL = E = EQUIVALENT FLUID PRESSURE ON SIDES = N = NORMAL FORCE TO THE FOOTING = (E * D) /2 = USE 2'- 4" x 2'- 4" x V- 6" DEEP FOOTING KIPS' OKAY KIPS OKAY 1.10 KIPS 1.00 KIPS 0.10 KIPS 0.25 14.00 SQ.FT. 30 PSF 22.50 LB DETERMINE AREA OF STEEL REQUIRED TO RESIST OUTWARD THRUST MAXIMUM FORCE ACTING AWAY FROM SLAB = 4.3 KIPS MINIMUM STEEL YIELD STRENGTH Fy = 40.00 KSI MINIMUM AREA OF STEEL REQUIRED = 0.16 SQ.IN. ACTUAL AREA OF STEEL PROVIDED = 0.4 -SQ.IN. OKAY USE # 4 HAIRPIN AROUND EACH SET OF ANCHOR BOLTS BY: JMR NORTHSTAR ENGINEERING 06/05/98 20 DECLARATION DRIVE JOB NO: 6310 CHICO, CA 95973 PAGE: 3 OF: ? (916) 893-1600 DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY AMERICAN BUILDING COMPANY FOOTINGS AT ENDWALL COLUMNS LINES 1 AND 4 MAXIMUM HORIZONTAL LOAD (KIPS) 2.2 OUTWARD 2.2 INWARD ALLOWABLE SOIL BEARING = BEARING AREA REQUIRED = 12" X 12" PERIMETER FOOTING ? (Y = YES: N = NO) LENGTH OF FOOTING USED = THICKNESS OF SLAB = UPLIFT RESISTANCE (FTG + SLAB) TRY THE FOLLOWING DIMENSIONS: W = WIDTH = L = LENGTH = D = DEPTH = MAXIMUM BEARING CAPACITY = MAXIMUM UPLIFT CAPACITY = WHERE: MAXIMUM VERTICAL LOAD (KIPS) 4.8 DOWNWARD 4.3 UPWARD 1500 PSF 3.2 SQ.FT. Y 10.0 FT 4 INCHES 6.5 KIPS 2.00 FT 2.00 FT 1.50 FT 5.7 KIPS OKAY 7.3 KIPS OKAY P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F) _ Wt = FOOTING WEIGHT = .15 KCF * W * L * D = F = RESITANCE DUE TO FRICION = u * N * A = u = COEFICIENT OF FRICTION OF SOIL = A = SURFACE AREA OF FOOTING AGAINST SOIL = E = EQUIVALENT FLUID PRESSURE ON SIDES = N = NORMAL FORCE TO THE FOOTING = (E * D) /2 = USE 2'- 0" x 2'- 0" x 1'- 6" DEEP FOOTING 0.80 KIPS 0.70 KIPS 0.10 KIPS 0.25 12.00 SQ.FT. 30 PSF 22.50 LB i DESIGN CALCULATIONS FOR ABC JOB # 51-1698-01 PHIL THOMAS .00 t AMERICAN BUILDINGS Modesto, CA 95351 COMPANY (209) 578-4200 Fax (209) 578-1244 SBS May 28, 1998 915 Mistletoe Lane 51-1698-01 Redding, CA 95928 Chico, CA LRF 40' x-60' x 14.33EH Gentlemen: This is to certify that metal building components furnished by American Buildings Company, an AISC-MB certified manufacturer, has been designed in our Modesto office for fabrication in our Carson City. Nevada plant. The members are designed to comply with the following loads specified in the Order documents: Design Loads: 1) 4 Metal Bldg. Dead Load (D) 2) 20 PSF Roof Live Load (L). 3) 20R PSF Frame Live Load (L) 4) 80 MPH(or PSF) Wind Load (W) Exp. =C 1=1.0 5) PSF Roof Snow Load (S) I =1.0 Ce =0.7 6) Seismic Data as Follows: (E) Zone = 3 1= 1.0 7) 1 PSF Collateral Load (C) Design Load Combinations: 1)D+L 2) D + W 3)D+ E Please note that unless otherwise specified on your Purchase Order, American Buildings Company Serviceability Standards (1996 MBMA/AISC criteria) will be used for design, and fabrication of your order. These design loads and combinations are applied in accordance with the The Uniform Building, 94 Edition, (UBC 94). The design is in general accordance with the A.I.S.C. (Ninth Edition) and A.I.S.I. (1986) specifications with 1989 addendum. This certification is limited to the structural design of the framing and covering parts manufactured by American Buildings Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by American Buildings Company such as foundations, masonry walls, mechanical equipment and the erection and inspection of the building. The building should be erected on a properly designed foundation in accordance with The American Buildings Company Erection Manual and American's drawings for the referenced job. The undersigned is not the engineer of record for the overall project. Sincerely, '6�� Stephen F. Jim, P.E. Design Engineer Registered Engineer, State of California Pamphlet AMERICAN BUILDINGS COMPANY CONTENTS SECTION 1, General Introduction and General Design Approach Figure 1 - Clear Span Rigid Frame Building Selected References SECTION 2, Rigid Frame Explanations and Methods of Analysis Lateral Deflection of Frames Rigid Frame Analysis SECTION 3, Endwalls and Rod Bracing Explanations and Methods of Analysis Figure 4 - Column and Beam Endwall Bracing Figure 5 - Column and Beam Endwall Rod Bracing Nomenclature Endwall Frame Analysis SECTION 4, Purlin and Girt Section Properties Purlin and Girt Analysis SECTION 5, Panels Panel Profiles and Engineering Properties (LongSpan) Panel Profiles and Engineering Properties(Architectural II) Panel Profiles and Engineering Properties.(Standing Seam 111360) Panel Profiles and Engineering Properties(Shadow) Panel Profiles and Engineering Properties(16" Loc -Seam) Panel Profiles and Engineering Properties(12" Loc -Seam) Panel Profiles and Engineering Properties(Multi-Rib) SECTION 6, Miscellaneous Standard Specifications S 13s SI 169g�t S 'W4S, �,, iziur�, 4- x 14'-4 k. 6o LoN� LP = I F. s Sr, ! ; i i i ! c i i i i I r �4-4 I I 1 � 1 1 s Sr, 1 s Sr, American Bull- incgs Company Plant Locations: E� AL - Birmingham, AL - El Paso, IL Carson City, NV- LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, .GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH The information contained within the pamphlet is a technical description of an American metal building. It represents the application of the most modern methods of mathematics and engineering to the design of a building. Its purpose is to provide interested reviewers with the necessary design calculations, and other documentation required to readily verify structural integrity. Figure 1 is a drawing of an American building, illustrating the typical load carrying members; i.e., rigid frames, endwalls, purlins, girls, bracing and panels. A clear span rigid frame building was selected for this purpose; however, any of American's other standard designs, as described in the standard specifications for American Buildings Company pre-engineered Metal buildings,' could also have been used to illustrate the basic building components. All designs are in strict accordance with the latest editions of AISC and AISI specifications, whichever is applicable. The stress distributions in all load carrying members are obtained by the most applicable methods of the universally accepted elastic theory, as applied to indeterminate structures. A digital computer is used for many of the complex and laborious design calculations. American buildings are designed to meet the most severe conditions of load combinations set by the specified building code, but not less than the following: a) Building dead plus roof live load (or snow) uniformly distributed over the horizontal projection of the roof area. b) Building dead load plus wind load applied as pressure and suction normal to the building surfaces. c) Building dead load plus wind load plus 1/2 roof snow load. d) Building dead load plus roof snow load plus 1/2 wind load. Other combinations and applications of loads are incorporated into the design of a' building when required. Occasionally these special design conditions can not be handled through one of our standard design formats. If this occurs, special hand calculations will be included. Subsequent sections of this report present the detailed design calculations and their necessary explanations. These are Section 2, Rigid Frame; Section 3, Column and Beam Endwall; Section 4, Purlins and Girts; Section 5, Roof and Wall Panels and Section 6, Miscellaneous and Special Conditions. SUBJECT.TGi'CHANGE WITHOUTIUOTICE. EFFECTIVE'.SEPTEMBERJ1997 _ A encan Bu;- 'lings Company �, Plant Locations: Et AL - Birmingham, AL - El Paso, IL Carson City, NV -LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, Oh R001 6 040 EOOWA�� FIGURE 1 Su6JECFTC?':cFfANGEwiTH.ou-rAto77cE:: l ..:.'.:.:: '::: _. EFFEG77VE:SEPTEIV76EE 9, 1997 Section 1 Page 2 American Bungs Company Plant Locations: E�, AL - Birmingham, AL - El Paso, 1L Carson City, NV -LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH 1) Manual of Steel Construction, A.I.S.C. 1989, Ninth Edition. 2) "Single Span Rigid Frames in Steel", by John D. Griffiths, A.I.S.C., 1984. 3) Specifications for the Design of Cold Formed Steel Structural Members, A.I.S.I., 1986 Edition with 1989 supplement. 4) Structural Steel Design, by L.S. Beedle, et al, Fritz Engineering Laboratory, Civil Engineering Department, Lehigh University, 1962. 5) "Recommended Design Practices Manual", Metal Building Manufacturers Association, 1990 supplement. _.. SUaJECTTO CHAIIIGEWlTHOUTIVOTICE . i... _ - EFFECTIVE` SEPTEMBER'r..1937 Section 1 Page 3 American BuRdings Company Plant Locations: E� AL - Birmingham, AL - El Paso, 1L Carson City, NV - LaCrosse, VA' Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Rigid frame analysis and design is a very exacting task. American Buildings Company has developed a computer program that permits detailed analysis and design to be performed for steel frames. The following is a brief description of this program. Essentially the program combines the STIFFNESS METHOD of structural design theory with MATRIX mathematics operations. All of this is possible by the utilization of digital computer capabilities. The inherent speed of the computations permits the use of elaborate mathematical techniques which would be impossible by hand computations. These techniques along with the completely rigorous structural theory approach give technically precise and accurate results. The program consists of seven portions which are as follows: 1) Geometry input 2) Loading input and Stiffness Computation 3) Equivalent Forces Computations 4) Solution for Displacements 5) Reactions and Member Force Computation 6) Stress Analysis 7) Design Decisions Geometry: The general structural configuration that the program can analyze or design is depicted in Figure 2. It shows a gable frame with vertical sidewalls, and a roof sloping downward on both sides of the ridge. The rafters may be supported at intermediate points by interior columns. Each sidewall column or rafter may be composed of a number of segments; these segments may be prismatic or tapered, with "I" shaped cross-sections. The interior columns must be prismatic, but may be "I" sections or pipes. The bases of sidewalls and interior columns may be at different levels. The left and right sidewall heights and roof slopes may be unequal. SU6JEGFTQ' CHANGE V1p.THQUFNQTICE:: :' EFFECTIVE . SEP'TEMBER x..1997 Section 2 Page 1 American BW" ngs Company Plant Locations: Eu 0AL - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto; CA LaGrange, GA - Columbus, MS - Rocky Mount, NC.- Jamestown, OH FIGURE 2 Typical Configuration of Frame Support and Loadings: The column bases may be specified pinned or fixed; the tops of interior columns may be specified pinned or fixed to the rafters. Uniformly distributed dead and live loads and wind loads are considered to be transmitted to the frame at and by the girts and purlins which .are at specified spacings. In addition, concentrated forces and moments may be specified at any location on the frame, thus permitting the inclusion of overhangs, cranes, and bracket loads, etc.. Input: The input to the program consists of information on building geometry, web depths at critical locations, column locations, girts and purlins, loading descriptions, material properties and stress criteria. if analysis only is required, the member cross-section details are input. If it is to be designed, inventories of flanges sizes and web thicknesses, and pipe sizes are used. SUgJECTTQ CHANGEWITHOUTNQTICE'.:. 'EFFECTIVE SEPTEMBER Section 2 Page 2 American Bu�ings Company s Plant Locations: E AL - Birmingham, AL - El Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Analysis: In the analysis option no decision making is done concerning member selection. From the information supplied, which includes all member sizes, the program develops the precise centerline geometry of the frame. The analysis is carried out on the line configuration, composed of straight line segments ("Members") defined by the joints and other junction points called "Nodes". All the loads are transformed into equivalent forces and moments and applied at Node Points. The direct stiffness method of matrix structural elastic analysis is adopted. The member stiffnesses are computed, and superposed to yield the force -displacement relations for the entire frame. Stiffness coefficients and equivalent end actions for tapered members are obtained by numerical analysis. The Nodal displacements for the specified support and loading conditions are solved by a matrix block recursion routine. The support reactions and member end forces and moments are then calculated. Finally, the most critical and shear stresses along each member are computed, and checked against allowable criteria according to AISC Specifications. The most critical stresses are those with the greatest ratio when compared to allowable stresses. The program analyzes the frame for each specified loading combination. Design: In the design option; a frame is determined by an iterative process of analysis and design. Initiated by the An of a frame approximated from the specified flange, web and pipe inventories, the design proceeds in cycles of analysis, criteria checks, selection of fresh sections, and reanalysis until a satisfactory frame is obtained. When the design is complete, the program will analyze and check the frame for each specified loading combination. ' Output: The output may be requested at various levels of detail. The basic output consists of a listing of input data, centerline geometry, reactions, member end reactions, Nodal displacements, member sizes, criteria checks, bolted connections, anchor bolts and base plates. More exhaustive information may be extracted if desired. SUBJECT'TO"CHANGEWITHOUT NOTICE,.. EFFECTIVE; SEPTEMBER r :1997Section 2 Page 3 Job Nate D:\ABCP\FRAMES\ 69801.01A GESTAD -- INPUT ECHO ******************** COLUMNS CARD NO. (.01 -10.)(.11 -20.)(.21-30.)(.31-40.)(.41-50.)(.51-60.)(.61-70.)(.71-80.) JOB NAME AND NUMBER :- R.F. FRAME LINE 2,3 51169801 ----------------------------------------------------------------------- KTY KSY KPR KAN NCY INV NDC= 1 0 0 0 0 1 5 2 1 KUN FYF FYW DEF EXC RSB AFL EHL EHR AOH ITF NDC= 2' 1 50.0 50.0 0.030 0.050 0.000 0.000 14.333 14.333 3.1 0 2 XWR YWR FRS NWL NRS NWR NIC MRC NBS NTC SPW SPT NDC= 3 40.000 0.000 20.000 1 2 1 0 0 1 0 0.000 0.000 3 SWL TWL DWL EWL FSL WSL KWL LWL IWL NGL NDC= 4 14.333 0.000 8.000 12.000 50.0 50.0 1 2 0 3 4 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 DGL GL1 GL2 GL3 GL4 GL5 NDC= 7 8.000 42.000 48.000 82.000 0.000 0.0.00 7 XT TT DT ET FST WST KT LT LTB LTC IT NP NDC= 9 0.000 1.000 12.000 12.000 50.0 50.0 1 0 '1 0 0 3 9 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 DP PU1 PU2 PU3 PU4 PU5 NDC=10 8.000 18.000 48.000 60.000 0.000 0.000 10 XT TT DT ET FST WST KT LT LTB LTC IT NP NDC= 9 20.000 -1.000 12.000 12.000 50.0 50.0 1 0 1 1 0 3 9 NSL BTI BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 DP PUl PU2 PU3 PU4 PU5 NDC=10 8.000 18.000 48.000, 60.000 0.000 0.000 10 SWR TWR DWR EWR FSR WSR - KWR LWR' IWR NGR NDC=12 14.333 0.000 8.000 12.000 50.0 50.0 1 2 0 3 12 NSL 'BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250, 0.134 5.000 0.250 0.000 0.000 5 DGR GR1 GR2 GR3 GR4 GR5 NDC=13 8.000 42.000 48.000 82.000 0.000 0.000 13 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + C + L 1.000 0 0 0 0 1 20 UD UL UW KW NDC=21 100.000 1 21 .5.000 12.000 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 ------------- LOD--------- 7--- SFL KL ND NK NY KA NDC=20 D + W-> 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 4.000 0.000 17.420 1 21 CWl CW2 CW3 CW4 CW5 CW6 NDC=22 0.800 -0.700 -0.700 -0.500 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + W<- 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 4.000 0.000 17.420 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 -0.500 -0.700 -0.700 0.800 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + W // 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 4.000 0.000 17.420 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 -0.700 -0.700 -0.700 -0.700 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + C + EQ 1.330 0 0 1 0 1 20 UD UL UW KW NDC=21 5.000 0.000 0.000 1 21 CWl CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 NSL SK FK1 FK2 FK3 LK NDC=24 1 0.000 0.700 0.000 0-.000 3 24 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + C + EQ 1.330 0 0 1 0 0 20 UD UL UW KW NDC=21 5.000 0.000 0.000 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 NSL SK FK1 FK2 FK3 LK NDC=24 1. 0.000 -0.700 0.000 0.000 1 •24 *AMERICAN BUILDINGS CO. 10 P.O. BOX 800 EUFAULA, ALABAMA 36072 Job Name: D:\ABCP\FRAMES\51169801.01A 05/26/98 01:53 PM Ver. 12.3_ STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCE WITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - R.F. FRAME LINE 2,3 51169801 FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 40.000 ft. 20.000 ft. 2 0 4 5 LEFT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.00 in. 82.00 in. NODE LOCATION WEB DEPTH CONNECTION BASE 1 0.000 ft. 8.000 in. PINNED EAVE 2 14.333 ft. 12.000 in. RIGID ROOF SLOPE 1 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE --------------- 1.000/ 12.0 8.00 in. 60.00 in. NODE LOCATION WEB DEPTH CONNECTION LEFT END 2 0.000 ft. 12.000 in. RIGID RIGHT END 3 20.000 ft. 12.000 in. RIGID ROOF SLOPE 2 SLOPE W/HORIZ. PURLIN DEPTH TYP. PURLIN SPACE --------------- -1.000/ 12.0 8.00 in. 60.00 in. NODE LOCATION WEB DEPTH CONNECTION LEFT END 3 20.000 ft. 12.000 in. RIGID RIGHT END 4 40.000 ft. 12.000 in. RIGID RIGHT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.00 in. 82.00 in. NODE LOCATION WEB DEPTH CONNECTION EAVE 4 14.333 ft. 12.000 in. RIGID BASE 51 0.000 ft. - 8.000 in. PINNED Job Name D:\ABCP\FRAMES\509801.01A 0 BUILDING -- R.F. FRAME LINE 2,3 51169801 MEMBER SIZES B * * * WEB - OUTER FLANGE * WEB * INNER FLANGE * FLANGE * YIELD STRESS MEMBER WIDTH THICK. * THICK. * WIDTH THICK. * WELD * FLANGE WEB (in.) (in.) * (in.) * (in.) (in.) * (in.) * (ksi) (ksi) 1 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 2 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 3 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50..0 50.0 4 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 B Job Name D:\ABCP\FRAMES\5*9801.01A • BUILDING -- R.F. FRAME LINE 2,3 51169801 NODE COORDINATES NODE X Y .(in.) (in.) 1 12.50 0.00 2 14.50 158.66 3 240.00 177.45 4 465.50 158.66 5 467.50 0.00 Job Name D:.\ABCP\FRAMES\*9801.01A BUILDING -- R.F. FRAME LINE 2,3 LOAD COMBINATION 1 --- D + C + L ALLOWABLE STRESS FACTOR = 1.00 UNIFORM LOADS LIVE WIND DEAD (psf ) (psf ) (psf ) 12.00 0.00 5.00 MEMBER NODES I J 1 1 2 2 2 3 3 3 4 4 4 5 SUPPORT NODE 1 1 2 5 511801 1989 AISC/ASD * WIND COEFFICIENTS * * Cl C2 C3 C4 * 0.00 0.00 0.00 0.00 MEMBER END ACTIONS * NODE I (kips) (kip -ft) * -30.44 * 26.07 * AXIAL SHEAR MOMENT * AXIAL * (kips) (kips) (kip -ft) * (kips) 6.83 -2.30 0.00 -6.83 2.87 5.72 30.47' -2.38 2.38 0.20 -26.07 -2.87 6.83 2.30 30.44 -6.83 * SUPPORT REACTIONS * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 2.39 6.80 0.00 -2.39 6.80 0.00 NODE J SHEAR MOMENT (kips) (kip -ft) 2.30 -30.44 0.20 26.07 5.72 -30.47 -2.30 0.00 Job Name D:\ABCP\FRAMES\069801.01A BUILDING -- R.F. FRAME LINE 2,3 LOAD COMBINATION 2 --- D + W-> ALLOWABLE STRESS FACTOR = 1.33 UNIFORM LOADS LIVE WIND DEAD (psf ) (psf ) (psf ) 0.00 17.42 4.00 MEMBER NODES I J 1 1 2 2 2 3 3 3 4 4 4 5 SUPPORT NODE 1 1 2 5 • 51169801 1989 AISC/ASD * WIND COEFFICIENTS * * Cl C2 C3 C4 * 0.80 -0.70 -0.70- -0.50 MEMBER END ACTIONS * NODE I (kips) (kip -ft) * 37.30 * -13.05 * AXIAL SHEAR MOMENT * AXIAL * (kips) (kips) (kip -ft) * (kips) -4.53 4.20 0.00 4.50 -1.14 -3.98 -37.29 1.26 -1.06 -1.30 13.05 0.94 -2.07 -0.07 7.95 2.06 * SUPPORT REACTIONS * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) -4.26 -4.48 0.00 -1.44 -2.07 0.00 NODE J SHEAR MOMENT (kips) (kip -ft) -1.74 37.30 1.10 -13.05 -1.58 -7.96 -1.47 0.00 Job Name D:\ABCP\FRAMES\ *69801.01A BUILDING- R.F. FRAME LINE 2,3 LOAD COMBINATION 3 --- D + W< - ALLOWABLE STRESS FACTOR = 1.33 UNIFORM LOADS LIVE WIND DEAD (psf ) (psf ) (psf ) 0.00 17.42 .4.00 MEMBER NODES (kips) I J 1 1 2 2 2 3 3 3 4 4 4 5 SUPPORT NODE 1 1 2 5 • 51169801 1989 AISC/ASD * WIND COEFFICIENTS * * Cl C2 C3 C4 * -0.50 -0.70 -0.70 0.80 MEMBER END ACTIONS * NODE I (kips) (kip -ft) * -7.95 * -13.05 * AXIAL SHEAR MOMENT * AXIAL * (kips) (kips) (kip -ft) * (kips) -2.06 -1.47 0.00 2.07 -0.94 -1.58 7.96 1.06 -1.26 1.10 13.05 1.14 -4.50 -1.74 -37.30 4.53 * SUPPORT REACTIONS * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1.44 -2.07 0.00 4.26 -4.48 0.00. NODE J SHEAR MOMENT (kips) (kip -ft) -0.07 -7.95 -1.30 -13.05 -3.98 37.29 4.20 0.00 Job Name D:'\ABCP\FRAMES\4069801.01A BUILDING -- R.F. FRAME LINE 2,3 LOAD COMBINATION 4 --- D + W ALLOWABLE STRESS FACTOR = 1.33 UNIFORM LOADS LIVE WIND DEAD. (psf ) (psf ) (psf ) 0.00 17.42 4.00 MEMBER NODES (kips) I J 1 1 2 2 2 3 3 3 4 4 4 5 SUPPORT NODE 1 1 2 5 s 51169801 1989 AISC/ASD * WIND COEFFICIENTS * * C1 C2 C3 C4 * -0.70 -0.70 -0.70 -0.70 MEMBER END ACTIONS * NODE I (kips) (kip -ft) * 14.59 * -9.61 * AXIAL SHEAR MOMENT * AXIAL * (kips) (kips) (kip -ft) * (kips) -3.28 -0.11 0.00 3.30 -3.28 -2.60 -14.58 3.40 -3.40 -0.28 9.61 3.28 -3.30 -2.05 -14.59 3.28 * SUPPORT REACTIONS * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 0.06 -3.28 0.00 -0.06 -3.28 0.00 NODE J SHEAR MOMENT (kips) (kip -ft) -2.05 14.59 -0.28 -9.61 -2.60 14.58 -0.11 0.00 Job Name D:\ABCP\FRAMES\5 69801 01A BUILDING -- R.F. FRAME LINE 2,3 51169801 LOAD COMBINATION 5 --- D + C + EQ ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf ) (psf ) (psf ) 0.00 0.00 5.00 0.00 0.00 0.00 0.00 * * CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (ft.) * (kips) (kips) (kip -ft) 1 3 0.00 0.70 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 1.73 -0.33 0.00 -1.73 0.33 -4.37 2 2 3 0.47 1.44 4.38 -0.33 0.30 7.67 3 3 4 1.07 -0.18 -7.67 -1.22 1.92 -13.54 4 4 5 2.29 1.02 13.53 -2.29' -1.02 0.00 * SUPPORT REACTIONS SUPPORT -NODE * HORIZ.. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 0.35 1.73 0.00 2 5 -1.05 2.27 0.00 Job Name D:-\ABCP\FRAMES\*69801.01A BUILDING -- R.F. FRAME LINE 2,3 LOAD COMBINATION 6 --- D + C + EQ ALLOWABLE STRESS FACTOR = 1.33 UNIFORM LOADS LIVE WIND DEAD (psf ) (psf ) (psf ) 0.00 0.00 5.00 * CONCENTRATED LOADS LOAD NO. LINE NO.'* * 1 3 MEMBER NODES ACTIONS I J 1 1 2 2 2 3 3 3 4 4 4 5 SUPPORT NODE 1 1 2 5 0 51169801 1989 AISC/ASD * WIND COEFFICIENTS * * Cl C2 C3 C4 * 0.00 0.00 0.00 0.00 * * LOAD COMPONENTS LOCATION * HORIZONTAL VERTICAL MOMENT (ft.) * (kips) (kips) (kip -ft) 0.00- -0.70 0.00 0.00 * * * AXIAL * (kips) 2.29 1.22 0.33 1.73 * SUPPORT REACTIONS MEMBER END ACTIONS MOMENT * (kips) NODE I * 1.05 NODE J 0.00 -0.35 * 0.00 SHEAR MOMENT * AXIAL SHEAR MOMENT (kips) (kip -ft) * (kips) (kips) (kip -ft) -1.02 0.00 -2.29 1.02 -13.53 1.92 13.54 -1.07 -0.18 7.67 0.30 -7.67 -0.47 1.44 -4..38 0.33 4.37 -1.73 -0.33 0.00 * SUPPORT REACTIONS * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1.05 2.27 0.00 -0.35 1.73 0.00 Job Name D:\ABCP\FRAMES\*9801.01A • BUILDING -- R.F. FRAME LINE 2,3 51169801 MAXIMUM STRESS RATIOS -89 AISC ALLOWABLE STRESS DESIGN OUTER FLANGE * WEB * INNER FLANGE * OUTER FLG WEB SHEAR INNER FLG MEM WIDTH THICK* THICK * WIDTH THICK * RATIO LOAD RATIO LOAD RATIO LOAD (in) (in) (in) (in) (in) 1 5.00 0.2500 0.1345 5.00 0.2500 0.633 2 0.163 2 0.749 1 2 5.00 0.2500 0.1345 5.00 0.2500 0.611 1 0.325 1 0.646 1 3 5.00 0.2500. 0.1345 5.00 0.2500 0.611 1 0.325 1 0.646 1 4 5.00 0.2500 0.1345 5.00 0.2500 0.633 3 0.163 3 0.749 1 Job Name D:\ABCP\FRAMES\*9801.01A BUILDING -- R.F. FRAME LINE 2,3 51169801 BOLTED SPLICE SUMMARY PLATE * BOLTS WIDTH/ * * CONNECTION RESISTANCE *MOM. THICK. * ROWS GAGE DIA. * TENSION COMPRES. MOMENT * ARM YT YC NODE (in.) * LINES (in.)* (kips) (kips) (kip -ft) *(in.) (in.) (in.) 2 5.00X TOP 1 2 0.750 34.4 40.4 37.3 11.95 4.25 0.78 0.500 BOT. 1 2 0.750 34.4 34.5 35.4 12.33 4.25 0.41 3 5.00X TOP 2 2 0.750 26.8 26.9 26.4 11.82 0.60 0.13 0.375 BOT. 2 2 0.750 26.8 29.2 27.6 11.82 0.60 0.13 4 5.00X TOP 1 2 0.750 34.4 40.4 37.3 11.95 4.25 0.78 0.500 BOT. 1 2 0.750 34.4 34.5 35.4 12.33 4.25 0.41 Job Nate D:\ABCP\FRAMES\*9801.01A BUILDING -- R.F. FRAME LINE 2,3 FRAME SUPPORTS 51169801 * BASE PLATE * ANCHOR BOLTS * THICKNESS WIDTH LENGTH * NO. DIAMETER AREA SUP. * NODE (in.) (in.) (in.) * (in.) (in2) 1 1 0.375 6.000 9.000 2 0.750 0.884 2 5 0.375 6.000 9.000 '2 0.750 0.884 * REACTIONS * BOLT RESISTANCE * HORIZ. VERTICAL MOMENT * SHEAR TENSION NODE * LOAD (kips) (kips) (kip -ft) * (kips) (kips) 1 1 2.39 6.80 0.00 8.84 17.67 2 -4.26 -4.48 0.00 11.75 22.89 3 1.44 -2.07 0.00 11.75 23.50 4 0.06 -3.28 0.00 11.75 23.50 5 0.35 1.73 0.00 11:75 23.50 6 1.05 2.27 0.00 11.75 23.50 5 1 -2.39 6.80 0.00 8.84 17.67 2 -1.44 -2.07 0.00 11.75 23.50 3 4.26 -4.48 0.00 11.75 22.89 4 -0.06 -3.28 0.00 11.75 23.50 5 -1.05 2.27 0.00 11.75 23.50 6 -0.35 1.73 0.00 11.75 23.50 Job Name D:,\ABCP\FRAMES\-069801.01A BUILDING -- R.F. FRAME LINE 2,3 51169801 NODAL DISPLACEMENTS LOAD 2 - D LOAD 1 = D + C + L VERTICAL (in.) HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) 1 0.000 0.000 0.0.05 2 -0.128 -0.008 -0.006 3 0.000 -1.599 0.000 4 0.128 -0.008 0.006 5 0.000 0.000 -0.005 LOAD 6 - D LOAD 3 - D + W< - VERTICAL (in.) HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) 1 0.000 0.000 0.014 2 -1.926 0.027 0.009 3 -1.989 0.806 -0.003 4 -2.055 -0.019 0.003 5 0.000 0.000 0.020 LOAD 5 - D + C + EQ HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) 1 0.000 0.000 -0.001 2 0.329 -0.007 -0.003 3 0.367 -0.470 0.001 4 0.404 0.002 0.001 5 0.000 0.000 -0.004 LOAD 2 - D + W-> HORIZONTAL VERTICAL (in.) (in.) 0.000 0.000 2.055 -0.019 1.989 0.806 1.926 0.027 0.000 0.000 LOAD 4 - D + W // HORIZONTAL VERTICAL (in.) (in.) 0.000 0.000 0.043 0.004 0.000 0.595 -0.043 0.004 0.000 0.000 LOAD 6 - D + C + EQ HORIZONTAL VERTICAL (in.) (in.) 0.000 0.000 -0.404 0.002 -0.367 -0.470 -0.329 -0.007 0.000 0.000 ANGULAR ( RAD . ) -0.020 -0.003 0.003 -0.009 -0.014 ANGULAR ( RAD . ) -0.001 0.002 0.000 -0.002 0.001 ANGULAR ( RAD . ) 0.004 -0.001 -0.001 0.003 0.001 Job Name D:,\ABCP\FRAMES\-069801.01A IZ IZFB 1 0 2 1 3 2 4 1 5 0 6 1 7 3 8 3 9 1 10 0 11 1 12 2 13 1 14 0 American Buinas Company Plant Locations: Eufa AL - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH In accordance with section C5.6, Metal Building Manufacturers Association (MBNA/1'86), many metal building systems are designed with moment -resistant frames aligned in the transverse direction to resist lateral loading. Experience has shown that the lateral deflection of the frames under wind loading is far less than predicted by the usual analytical procedures. Consideration of just three factors undoubtedly accounts for most of this apparent anomaly: 1) drift calculations are traditionally based on full design loads, 2) the usual analytical procedures are based on "bare" frames (skin action of the roof diaphragms is neglected) and the moment -rotation stiffnesses of the "pinned" bases are taken as zero, and 3) load sharing has not been taken into account. Bare frame deflections are given on the computer printout for each node point. By considering the complete metal building system, the lateral deflection could be reduced to as much as 1/10 of that for the bare frame. The lateral deflection limitation is based upon the judgment of the design engineer unless specified otherwise. .. SUffJEC T TO, CHANGE M7735TNQT10E.. 7 American Bu '-Zings Company • Plant Locations: Eur*Carson L - Birmingham, AL - EI Paso, IL City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Calculations supporting the structural integrity of the endwall framing and tension rod bracing are presented in this section. Endwall components included in the analysis are the roof beam, corner columns, interior columns and, if necessary, tension bracing. In addition, the analysis contains the designs for the roof and sidewall tension bracing. Figure 4 of this section; illustrates these members schematically, along with the loadings imposed on them. The endwall roof beam is designed for the specified load combinations using the moments for a continuos beam. The interior and corner columns are designed as pinned -end compression members under the dead plus live loading. For the horizontal wind load, the interior columns are designed as simple beams. The wind forces exerted on the sidewalls are resisted where possible by the wall diaphragm or by tension bracing. The roof bracing are tension members which transfer the wind forces on the ends of the buildings to the eave where the sidewall bracing carries the sum of the forces to the foundation. Figure 5 shows the forces acting on the bracing. Page 4 of this Section defines the nomenclature used in the computer printout that follows. The printout lists the results of the stress analysis on the above building members. Included in the results are the actual and allowable stresses controlling the design of the member. The allowable stresses are based on the yield stresses being 36 KSI for the hot -rolled mill sections and rods, and 55 KSI for factory built-up sections. SUEJEGT..TG`CHANGEVI7ATHOUFNOT)GE: EFFECTIVE SEPTEMBER -'t: `1997 LOADING [T -M RLcc RL2 RL, RL, RL2 RLcc LIVE + DEAD FRAMING Amencan u>7" gs Company Plant Locations: Eufa L - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH RHA RHE RV4 RVI RVI RVI RV2 RV4 WIND + DEAD WIND ON SIDEWALL WIND + DEAD WIND ON ENDWALL FIGURE COLUMN AND BEAM ENDWALL BRACING >,. SUBJECTTO CHANGEUWITHOL-rNO.TICE - - _ : REVISEf]':.MARCH 3:1998Section 3 Page 2 American Butgqs Company Plant Locations: Eufa - Birmingham, AL - EI Paso, IL Carson City, NV -LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH V-6" BLDG � 1'-6' RWF (3) .I RWF (3) RWF (2) I RWF (2) I P LAN I� I I I ' I I �II I _I RWF (L RIGID FRAME _ (L RIGID FRAME — (L RIGID FRAME — (L _RIGID FRAME z O Q ENDWALL ELEVATION FIGURE,5 COLUMN AND BEAM ENDWALL ROD BRACING 7i'��•SAA/Z l��l�iFr�-a m�-- -a Section 3 Page 3 American Esu.' Al WgsCompany Plant Locations: Eufa L - Birmingham, AL - El Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH NOMENCLATURE AREA - Cross-sectional area of section (int) - Angle tension bracing makes with direction of wind force. ANG A TEN - Allowable tension force in rod or cable bracing AX F/ AX FOR - Actual axial force BN MOM - Bending moment BND RAT ! BN RAT - Ratio of actual to allowable bending moment CB FOR - Actual tension force in rod or cable bracing COL HT - Column Height or beam length CWCH - Torsional Warping of "C" Section DL - Dead Load FA - Allowable axial stress FB - Allowable bending stress FBA - Actual bending stress F -K - Foot kips H BASE - Horizontal reaction at base of column INTERACTION RATIO - Combined axial and bending K - Kips LL - Live Load Side in the direction toward which the wind blows LEEWARD - MOMT - Bending moment MNT L - Bending moment left of a point MNT R - Bending moment right of a point QCH - Effective section factor for a "C" Section ROCH - Polar radius of gyration of "C" Section about the shear center RWF - Wind force resisted by tension bracing RX - Radius of gyration of a section about the major axis RY - Radius of gyration of a section about the minor axis RYT - Radius of gyration of a "T" section composed of the compression flange and 1/3 of the compression web of a section taken about an axis in the plane of the web. SHR L - Shear force left of a- point SHR R - Shear force right of a point SHR RAT / SH RATIO - Ratio of actual to allowable shear forces SL - Snow Load ST FOR - Strut force Tension section modulus about major axis SXT SXC - - Compression section modulus about major axis TCH - Thickness of a "C" Section ULX - Unbraced length along major axis LILY - Unbraced length along minor axis V BASE - Vertical reaction at base of column V TOP - Horizontal reaction at top of column VJCH - Saint Venant torsion constant of "C" section "C" Minor axis moment of inertia of compression area of section VYCH WINDWARD - - Side upon which the wind blows WL - Wind Load WN FOR - Wind force resisted by tension bracing from shear center to centeroid of "C" Section along X axis XOCH - Distance � s o Section 3 Page 4 Column and Beam Endwall Design Ver. 12.3 Page 1 American Buildings Company Eufaula, AL Tue May 26 13:48:58 1998 Job Name: 51169801 Job Part: 1 LEW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 40.000 ft BUILDING LENGTH = 60.000 ft LEFT HEIGHT = 14.333 ft RIGHT HEIGHT = 14.333 ft LEFT SLOPE = 1.000 :12 RIGHT SLOPE = 1.000 :12 BAY SPACING = 20.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1994 Uniform Building Code BUILDING USE CATEGORY: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■4 Standard Occupancy Structure SNOW EXPOSURE CATEGORY: 1 Roofs located in generally open terrain extending for 1/2 mile or more 2 Structures located in densely forested or sheltered areas ■3 All other structures ENCLOSURE CONDITION: ■Enclosed structure Unenclosed structure has 85% or more openings on all sides Partial enclosed has > 15% of one wall open & twice > open as other walls WIND EXPOSURE CATEGORY: B Terrain with buildings, forest, or surface irregularities ■C Terrain which is flat.arid generally open to 1/2 mile or more from site D Flat and unobstructed coastal areas exposed to wind flowing over water COLLATERAL LOAD = .1.000 psf SNOW EXPOSURE FACTOR = 0.700 SNOW IMPORTANCE FACTOR 1.000 SLOPE ROOF SNOW LOAD = 0.000 psf DESIGN WIND VELOCITY = 80.000 mph WIND IMPORTANCE FACTOR = 1.000 *** DESIGN LOAD COMBINATIONS CASE NO: 1 LOAD FACT / GROUP => 1.0 DL 1.0 COL 1.0 LL CASE NO: 2 LOAD FACT % GROUP => 1.0 DL 1.0 WL *** LOADS HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ----- ---- - -- -- ft ----- kips ----- kips ---- kip -ft ---= ft --- psf ----- psf ---- DL UNIF R 0 0 0.000 0.00 -4.00 0.00 40.000 0.000 -4.000 LL UNIF. R 0 0 0.000 0.00 -20.00 0.00 40.000 0.000 -20.000 COL UNIF R 0 0 0.000 0.00 -1.00 0.00 40.000 0.000 -1.000 WL UNIF R 0 0 0.000 0.00 26.13 0.00 40.000 0.000 26.133 WL UNIF C 1 1 0.000 -22.55 0.00 0.00 0.000 -22.552 0.000 WL UNIF C 2 3 0.000 -18.43 0.00 0.00 0.000 -18.429 0.000 Column and Beam Endwall Design Ver. 12.3 Page 2 American Buildings Company Eufaula, AL Tue May 26 13:48:58 1998 Job Name: 51169801 Job Part: 1 LEW *** LOADS (continued) HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ft kips kips kip -ft ft psf psf ----- WL ---- - -- UNIF C 4 -- ----- ----- 4 0.000 -22.55 ---- 0.00 ---- 0.00 --- 0.000 ----- -22.552 ---- 0.000 WL UNIF B 1 4 0.000 -23.54 0.00 0.00 0.000 -23.537 0.000 FY COLD FORMED = 55.0 ksi FY HOT ROLLED = 50.0 ksi FY BUILT UP = 50.0 ksi *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION SPLICE PLATES SP BOLT PR BEND RT SHR RT ft in in in in --- 1 ----------- 9.5C12 -------- 0.000 ------------------ 4 0.250 10.75 ---------- 1 ------- 0.50 0.717 ------ 0.403 2 9.5C12 20.000 4 0.375 15.00 1 0.75 0.717 0.403 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION BASE PLATES- A BOLT PR BEND RT SHR RT ft in in in in --- 1 ----------- 8C16 -------- 0.000 ------------------ 6 0.250 8.50 ---------- 1 ------- 0.75 0.116 ------ 0.006 2 9.5C13 10.000 6 0.250 10.00 1 0.75 0.965 0.358 3 9.5C13 30.000 6 0.250 10.00 1 0.75 0.965 0.358 4 W8X10 40.000 6 0.375 8.50 1 0.75 0.023 0.001 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT M HORZ LOAD FACTOR / LOAD GROUP => kips kips ------- ----------- ---------- ---- ------- 1 4.8 -0.2 1.0 DL 1.0 COL 1.0 LL 2 -4.3 2.2 1.0 DL 1.0 WL Column and Beam Endwall Design Ver. 12.3 Page 3 American Buildings Company Eufaula, AL Tue May 26 13:48:58 1998 Job Name: 51169801 Job Part: 1 LEW *** WIND BRACING DESIGN *** BRACING LOCATIONS BY BAY NUMBER *** FSW => 2 *** RSW => 2 *** LEW => 2 *** ROOF => 2 CASE NO: 1 LOAD FACT / GROUP => 1.0 DL 1.0 COL 1.0 LL *** REAR SIDEWALL BRACING DESIGN BRACED BAY 20.000 ft NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN ft ft kips kips kips kips -- --- 1 20.000 --- 1 ---- BC 4 ------ 24.278 ------ 0.000 ------ 0.000 ------ NA ----- 3.320 *** ROOF BRACING DESIGN BRACED BAY 20.000 ft NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN ft ft kips kips kips kips -- --- 1 10.000 --- 1 ---- BC 4 ------ 22.376 ------ 0.000 ------ 0.000 ------ NA ----- 3.320 2 20.000 2 BC 4 28.333 0.000 0.000 NA 3.320 3 10.000 1 BC 4 22.376 0.000 0.000 NA 3.320 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 20.000 ft NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN ft ft kips kips kips ------ kips ----- -- --- 4 20.000 --- 1 ---- BC 4 ------ 24.278 ------ 0.000 ------ 0.000 NA 3.320 CASE NO: 2 LOAD FACT / GROUP => 1.0 DL 1.0 WL *** REAR SIDEWALL BRACING DESIGN BRACED BAY NO BAY QTY SIZE LENGTH WN FOR ft ft kips -- --- --- ---- ------ ------ 1 20.000 1 BC 4 24.278 3.547 *** ROOF BRACING DESIGN BRACED BAY 20.000 ft CB FOR ST FOR A TEN kips kips kips ------ ------ ----- 4.305 NA 4.427 20.000 ft Column and Beam Endwall Design Ver. 12.3 Page 4 American Buildings Company Eufaula, AL Tue May 26 13:48:58 1998 Job Name: 51169801 Job Part: 1 LEW 11 NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR ----------- 1.0 DL 1.0 ft CASE M RSW VERT ft kips kips kips -- 1 --- 10.000 --- 1 ---- BC 4 ------ 22.376 ------ 2.678 ------ 2.994 ------ 3.547 2 20.000 2 BC 4 28.333 0.000 0.000 2.678 3 10.000 1 BC 4 22.376 2.678 2.994 5.356 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 20.000. ft NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR ft . ft kips kips kips -- 4 --- 20.000 --- 1 ---- BC 4 ------ 24.278 ------ 3.547 ------ 4.305 ------ NA *** ENDWALL BRACING ENDWALL BRACING LOAD = 23.5 psf NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR ft ft kips kips kips -- 1 --- 20.000 --- 1 ---- BC 4 ------ 24.606 ------ 1.883 ------ 2.317 ------ NA *** MAXIMUM BRACING REACTIONS AND DESIGN LOAD COMBINATIONS CASE M FSW VERT M FSW HORZ LOAD FACTOR / LOAD GROUP => ---- 2 ---------- 2.5kips --=------- 3.5kips ----------- 1.0 DL 1.0 ---------- WL CASE M RSW VERT M RSW HORZ LOAD FACTOR / LOAD GROUP => ---- 2 --------=- 2.5kips ---------- 3.5kips ----------- 1.O DL 1.0 ---------- WL A TEN kips 4.427 4.427 4.427 A TEN' kips 4.427 A TEN kips 4.426 Column and Beam Endwall Design Ver. 12.3 Page 1 American Buildings Company Eufaula, AL Tue May 26 14:14:10 1998, Job Name: 51169801 Job Part: 1 REW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 40.000 ft BUILDING LENGTH = 60.000 ft LEFT'HEIGHT = 14.333 ft RIGHT HEIGHT = 14.333 ft LEFT SLOPE = 1.000 :12 RIGHT SLOPE = 1.000 :12 BAY SPACING = 20.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1994 Uniform Building Code BUILDING USE CATEGORY: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■4 Standard Occupancy Structure SNOW EXPOSURE CATEGORY: 1 Roofs located in generally open terrain extending for 1/2 mile or more 2 Structures located in densely forested or sheltered areas ■3 All other structures ENCLOSURE CONDITION: ■Enclosed structure Unenclosed structure has 850 or more openings on all sides Partial enclosed has > 150 of one wall open & twice > open as other walls WIND EXPOSURE CATEGORY: B Terrain with buildings, forest, or surface irregularities ■C Terrain which is flat and generally open to 1/2 mile or more from site D Flat. and unobstructed coastal areas exposed to wind flowing over water COLLATERAL LOAD 1.000 psf SNOW EXPOSURE FACTOR = 0.700 SNOW IMPORTANCE FACTOR = 1.000 SLOPE ROOF SNOW LOAD = 0.000 psf DESIGN WIND VELOCITY = 80.000 mph WIND IMPORTANCE FACTOR = '1.000 *** DESIGN LOAD COMBINATIONS CASE NO: 1 LOAD FACT / GROUP => 1.0 DL 1.0 COL 1.0 LL CASE NO: 2 LOAD FACT / GROUP => 1.0 DL 1.0 WL *** LOADS HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ft kips kips kip -ft ft psf psf ---- ----- DL ---- UNIF - R -- 0 -- 0 ----- 0.000 ----- 0.00 ---- -4.00 ---- 0.00 --- 40.000 ----- 0.000 -4.000 LL UNIF R 0 0 0.000 0.00 -20.00 0.00 40.000 0.000 -20.000 COL UNIF R 0 0 0.000 0.00 -1.00 0.00 40.000 0.000 -1.000 WL UNIF R 0 0 0.000 0.00 26.13 0.00 40.000 0.000 26.133 WL UNIF C 1 1 0.000 -22.55 0.00 0.00 0.000 -22.552 0.000 WL UNIF C 2 3 0.000 -18.43 0.00 0.00 0.000 -18.429 0.000 Column and Beam Endwall Design Ver. 12.3 Page ° 2 American Buildings Company Eufaula, AL Tue May 26 14:14:10 1998 Job Name: 51169801 Job Part: 1 REW *** LOADS (continued) HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ft kips kips .kip -ft ft psf psf ----- WL ---- - -- -- UNIF C 4 4 ----- 0.000 ----- -22.55 ---- 0.00 ---- 0.00 --- 0.000 ----- -22.552 0.000 WL UNIF B 1 4 0.000 -23.54 0.00 0.00 0.000 -23.537 0.000 FY COLD FORMED = 55.0 ksi ENDWALL COLUMNS FY HOT ROLLED = 50.0 ksi DESCRIPTION LOCATION BASE. PLATES FY BUILT UP = 50.0 ksi ft in in *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION- SPLICE PLATES SP BOLT PR BEND RT SHR RT ft in in in ---------- in --- 1 ----------- 9.5C12 -------- 0.000 ------------------ 4 0.250 10.75 1 0.50. ------- 0.717 ------ 0.403 2 9.5C12 20.000 4 0.375 15.00 1 0.75 0.717 0.403 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION BASE. PLATES A BOLT PR BEND RT SHR RT ft in in in in --- 1 ----------- W8X10 -------- 0.000 ------------------ 6 0.375 8.50 ---------- 1 0.75 ------- 0.023 ------ 0.001 2 9.5C13 10.000 6 0.250 10.00 1 0.75 0.965 0.358 3 9.5C13 30.000 6 0.25.0 10.00 1 0.75 0.965 0.358 4 8C16 40.000 6 0.250 8.50 1 0.75 0.116 0.006 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT M HORZ LOAD FACTOR / LOAD GROUP => kips kips ------- ----------- ---------- ---- ------- 1 4.8 -0.2 1.0 DL 1.0 COL 1.0 LL 2 -4.3 2.2 1.0 DL 1.0 WL • • Column and Beam Endwall Design Ver. 12.3 Page 3 American Buildings Company Eufaula, AL Tue May 26 14:14:11 1998 Job Name: 51169801 Job Part: 1 REW . *** WIND BRACING DESIGN *** BRACING LOCATIONS BY BAY NUMBER *** REW => 2 -------------------- *** ENDWALL BRACING ENDWALL BRACING LOAD = 23.5 psf NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR P. TEN ft ft kips kips kips kips -- --- --- ---- ------ ------ ------ ------ ----- 1 20.000 1 BC 4 24.606 1.883 2.317 NA 4.426 *** MAXIMUM BRACING REACTIONS AND DESIGN LOAD COMBINATIONS CASE M FSW VERT M FSW HORZ LOAD FACTOR / LOAD GROUP => ---- ---------- ---------- ----------- ---------- CASE M RSW VERT M RSW HORZ LOAD FACTOR / LOAD GROUP => --------------------------------------------- i American dui gs Company Plant Locations: Eufa L - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH AMERICAN BUILDINGS COMPANY'S Standard Purlins and Girts are light gage 8" x 2 1/2" "Z", 9 1/2" x 3" "Z" and 12" x 3 1/2" "C" sections (with stiffened flanges) cold formed from 55,000 psi yield steel. The section properties and capacities computed in accordance with 1986 AISI specifications are as follows. DIMENSIONS PROPERTIES AND CAPACITIES 3 1/2" 1 T 12° �1- 2 1/ 7 B T X ----X 8" 50L' -j 2 1/2- T X- -X 9 1/2 50� �L " Effective section Moduli used in bending calculations. - "*Shear stress limited by the formula Fv = 83.491 / (h/t)2 s .4 Fy Moments and shears used in selecting "Z" and "C" sections and connections for the Purlin and Girts were found by the stiffness method of analysis. To meet varying load requirements, the "Z" and "C" members shall be of simple span or lapped T-0", 4'-0" or 5'-6" over the interior frames to form a continuos beam. The purlin sections were then designed for the maximum positive moments and for the moment and shear combination at the beginning and termination of the laps. The double "Z" and "C" sections were also checked for the maximum negative moments over the interior frames. The following pages support the section and connection used. SU6JEGT'To, CHANGE WITHO(1TNOTlCE - EFFECTIVE SEPTEMBO? 1, 1997 . * MAX. MAX. SECTION THICKNESS AREA WEIGHT I S rx r ALLOW SHEAR I ALLOW MAX. OW ALLOW SHEAR MAX. ALLOW ALLOW MOMENT T in. (in?) lb./FT. (inx) (in. (In.) (in.) STRESS STRESS SHLEAR (WN/IND) MOME T (WAND) (N) ksi It) ksi (KIPS) (KIPS) (FT. KIPS) (FT. KIPS) 8Z16 0.060 0.86 2.90 8.25 1.83 3.10 1.26 5.52 33.0 2.44 3.25 5.02 6.69 8Z15 0.067 0.96 3.23 9.18 2.05 3.10 1.25 6.91 33.0 3.41 4.55 5.64 7.52 8Z1400.073 1.04 3.52 9.97 2.27 3.10 1.25 8.23 33.0 4.42 5.89 6.24 8.32 8Z13.082. 1.17 3.96 11.14 2.68 3.09 1.25 10.43 33.0 6.28 8.37 7.36 9.81 8Z12.090 1.28 4.35 12.18 2.99 3.09 1.24 12.62 33.0 8.32 11.09 8.23 10.97 0.064 1.09 3.70 14.87 2.56 3.69 1.49 4.34 33.0 2.47 3.29 7.04 9.39 5Z14 1.24 4.22 16.90 3.11 3.69 1.49 5.68 33.0 3.67 4.89 8.54 11.39 t9.5Z15 5Z13 .0.073 0.079 1.34 4.57 18.23 3.38 3.69 1.49 6.66 33.0 4.66 6.21 9.29 12.39 5Z12 0.090 1.53 5.20 20.66 3.90 3.68 1.48 8.69 33.0 6.90 9.20 10.73 14.31 9.5Z11 0.096 1.62 5.55 21.981 4.27 1 3.68 1.48 9.92 33.0 1 8.39 1 11.19 11.75 15.67 12C13 0.090 1.81 6.12 37.97 5.51 4.58 1.24 5.28 33.0 5.38 7.17 15.15 20.20 12C12 0.105 2.11 7.14 143.96 6.59 4.57 1.23 7.22 1 33.0 1 8.56 11.41 18.12 24.16 12C11 0.120 1 2.40 8.16 49.86 7.86 4.56 1.22 9.48 1 33.0 1 12.81 17.08 21.60 28.80 " Effective section Moduli used in bending calculations. - "*Shear stress limited by the formula Fv = 83.491 / (h/t)2 s .4 Fy Moments and shears used in selecting "Z" and "C" sections and connections for the Purlin and Girts were found by the stiffness method of analysis. To meet varying load requirements, the "Z" and "C" members shall be of simple span or lapped T-0", 4'-0" or 5'-6" over the interior frames to form a continuos beam. The purlin sections were then designed for the maximum positive moments and for the moment and shear combination at the beginning and termination of the laps. The double "Z" and "C" sections were also checked for the maximum negative moments over the interior frames. The following pages support the section and connection used. SU6JEGT'To, CHANGE WITHO(1TNOTlCE - EFFECTIVE SEPTEMBO? 1, 1997 SPage 1RF-1 05/26/98 01:46:25 PM Ver. 12.3 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : SJ Job Number: 51169801 Part: 1 Desc: A D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.000ft 60.000ft 20.000ft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall- Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 14.333ft 0.00ft * Left 1 S I 0.000ft Rear : 14.333ft 0.00ft * Right 1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 94ubc 4 0 0 3 C N 1.5 1.020.00 0.00 80.00 17.42 -7---------------------------------------------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/180 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 : DL + COL + LL / R ASF:1.000 Load Comb 2 : DL + WL- Ratio ASF:1.333 Load Comb 3 : LL Cap.* Ratio ASF:1.000 Design Z --Inset(ft)-- (ft) Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ 60.00 BY-PASS ----- ----- 1.62 1.62 ------- 4.00 ------- -------- ------- -------- -1.00 0.00 -1.50 0.00 No. Span ---Lap--- Section ----- Shear-- --- -----Bending---- Defl Strut B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Cap.* Ratio (ft) (ft) (ft) kips kip -ft ----- --- ---- kips ----- ----- -- ------ 1 18.375 ---- 0.00 ----------- 0.99 8Z16 ----- ----- 1.18 0.48 --- RL1 ------ -3.21 0.64 RL1 473 7.76 0.64 2 20.000 0.99 0.99 8Z16 1.04 0.42 RL1 -3.35 0.67 RL1 2127 7.73 0.62 3 18.375 0.99 0.00 8Z16 1.18 0.48 LL1 -3.21 0.64 LL1 473 7.76 0.64 ------------------------------------------------------------------------------ Total weight per run = 192.24 lbs Maximum stress ratio = 0.67 Page 1FS-1 05/26/98 01:59:37 PM Ver. 12.3 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : SJ Job Number: 51169801 Part: 1 Desc: A D_Lap 86AISI -----------------------------------------------------------7------------------ Type. Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.00Oft 60.00Oft 20.00Oft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 14.333ft 0.00ft * Left : 1 S I 0.000ft Rear : 14.333ft 0.00ft * Right 1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 94ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.42 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** FRONT SW GIRT STRUCTURES ******** Load Comb 1 WL+ ASF:1.333 Load Comb 2 WL- ASF:1.333 Z Spacings (in) 42.00 48.00 82.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 65.00 BY-PASS 1.62 1.62 4.00 -0.90 0.90 -1.20 0.90 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- ----- ----- --- ------ ----- --- ---- ----- 1 18.375 0.00 0.99 8Z16 0.87 0.27 RL2 2.41 0.36 RL2 556 0.20 2 20.000 '0.99 0.99 8Z14 0.77 0.13 RL2 2.52 0.30 RL2 3548 0.11 3 18.375 0.99 0.00 8Z16 0.87 0.27 LL2 2.41 0.36 LL2 556 0.20 ------------------------------------------------------------------------------ Total weight per run = 206.19 lbs Maximum stress ratio = 0.36 • Paae 1RS-1 05/26/98 01:46:42 PM Ver. 12.3 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : Si Job Number: 51169801 Part: 1 Desc: A D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.00Oft 60.00Oft 20.00Oft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 14.333ft 0.00ft * Left 1 S I 0.000ft Rear : 14.333ft 0.00ft * Right 1 S I 0.000ft --------------------------------------------=--------------------------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 94ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.42 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 ****** REAR SW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL= Z Spacings (in) 42.00 48.00 82.00 ASF: 1.333 ASF: 1.333 Def 1 . Limit : L/ 90 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) ------ Cond. ------ Left Right (ft) Suction Pressure Suction Pressure 65.00 BY-PASS ----- ----- 1.62 1.62 ------- 4.00 ------- -------- -0.90 0.90 ------- -------- -1.20 0.90 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) -- ------ (ft) ---- (ft) ----------- kips ----- ----- --- kip -ft ------ ----- --- 1 18.375 0.00 0.99 8Z16 0.87 0.27 RL2 2.37 0.35 RL2 ---- 548 ----- 0.20 2 20.000 0.99 0.99 8Z16 0.77 0.23 LL2 2.48 0.37 LL2 2501 0.19 3 18.375 0.99 0.00 8Z16 0.87 0.27 LL2 2.37 0.35 LL2 548 0.20 ------------------------------------------------------- Total weight per run = 192.24 lbs ----------------------- Maximum stress ratio = 0.37 Paqe 1LW-1 05/26/98 01:46:51 PM Ver. 12.3 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : SJ Job.Number: 51169801 Part: 1 Desc: A 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 40.00Oft 60.00Oft 20.00Oft 0.000ft 1.000:12 1.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 14.333ft 0.00ft * Left 1 S I O.000ft Rear : 14.333ft 0.00ft * Right 1. S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_ _ W Coastal DL COLL. LL G_Snow WLmph WL_psf 94ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.42 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** LEFT EW GIRT STRUCTURES ******** Load Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.333 Z Spacings (in) 42.00 48.00 74.00 28.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft)� Suction Pressure Suction Pressure ------ ------ ----- ------------------------------------------ 61.00 INSET 0.00 0.00 4.00 -1.01 1.02 -1.31 1.02 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- ----- ----- --- ------ ----- --- ---- ----- 1 10.000 0.00 0.00 8Z16 0.48 0.15 LS2 -1.00 0.30 MS2 1702 0.09 2 20.000 0.00 0.00 8Z14 0.86 0.15 LS1 -4.06 0.98 MS2 244 0.95 3 10.000 0.00 0.00 8Z16 0.48 0.15 RL2 -1.00 0.30 MS2 1702 0.09 -----------------------------------------------------------------------=------ Total weight per run = 132.20 lbs Maximum stress ratio = 0.98 Page 1RW-1 05/26/98 01:46:57 PM Ver. 12.3 .AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : SJ Job Number: 51169801 Part: 1 Desc: A 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays' LRF 40.00Oft 60.00Oft 20.00Oft 0.000ft 1.000:12 1.000:12 3 ------ 7----------------------------------------------------------------- ------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 14.333ft 0.00ft * Left 1 S I 0.000ft Rear 14.333ft 0.00ft * Right 1 S I 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 94ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.42 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** RIGHT EW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL- ASF:1.333 ASF: 1.333 Z Spacings (in) : 42.00 48.00 74.00 28.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left, Right (ft) Suction Pressure Suction Pressure ------ ------ ----- - ------- ------- -------- ------- -------- 61.00 INSET 0.00 0.00 4.00 -1.01 1.02 -1.31 1.02 No. Span ---Lap--- Section --- Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc'Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- ----- --------------- ----- --- ---- ----- 1 10.000 0.00 0.00 8Z16 0.48 0.15 LS2 -1.00 0.30 MS2 1702 0:09 2 20.000 0.00 0.00 8Z14 0.86 0.15 LS1 -4.06 0.98 MS2 244 0.95 3 10.000 0.00 0.00 8Z16 0.48 0.15 RL2 -1.00 0.30 MS2 1702 0.09 ------------------------------------------------------------------------------ Total weight per run = 132.20 lbs Maximum stress ratio = 0.98 U) m 0 w 'D m m rn 0 ILLer 12' 1r 12' 36' FULL COVERAGE PANEL PROFILE /1G 1z. 4 1/4` 31/z'4 1/4' 1 3/W 47 1 1 r apt PANEL CROSS SECTION 1. Section properties have been calculated in accordance with the 1996 AISI specifications.' 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are oluminum-zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loods the tabulated values can be multiplied by 1.33. Z' 1 m tD D o• v_ Z a ci a) C) o o � � o G Z37 ul ink o D � C r- 0m.?3 0) czinzCU 0 C D yc- _anm y y O N O oc��_ Taar- 3 1 r ENGINEERING PROPERTIES OF AMERICAN'S LONGSPAN PANEL TOP IN BOTTOM IN PANEL COMPRESSION COMPRESSION Fb METAL TOTAL WEIGHT ksi THK. IN. THK. IN. SO. FT. Ix. Sx. Ix. Sx. In4/ft In3/ft In4/fl Ina/ft 26 GAGE 0.016 0.0199 0.94 0.036 0.032 0.022 0.031 36 24 GAGE 0.0224 0.0241 1.14 0.048 0.046 0.031 0.040 36 NUMBER MAXIMUM TOTAL UNIFORM 'LOAD IN PSF OF SPANS L = 3'-0" 3'-4' 4'-0' 4'-6" 5'-0" 6'-0" 1 85 69 48 38 30 17 26 GAGE 2 83 67 47 37 30 37 21 26 STEEL 3 103 84 58 46 35 24 4 96 78 54 43 1 123 99 69 55 40 23 24 GAGE 2 107 86 60 47 38 48 27 33 STEEL 3 133 108 75 59 55 45 31 4 124 101 70 1. Section properties have been calculated in accordance with the 1996 AISI specifications.' 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are oluminum-zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loods the tabulated values can be multiplied by 1.33. Z' 1 m tD D o• v_ Z a ci a) C) o o � � o G Z37 ul ink o D � C r- 0m.?3 0) czinzCU 0 C D yc- _anm y y O N O oc��_ Taar- 3 1 r 3/16 INN. 4' PANEL CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S ARCHITECTURAL II PANEL PANEL TOP IN COMPRESSION BOTTOM IN COMPRESSION Fb METAL TOTAL WEIGHT ksi THK. IN. THK. IN. S0. FT. Ix. In4/ft Sx. In3/ft Ix. In4/ft Sx. In3/ft 0.018 0.0199 0.94 0.021 0.030 0.037 0.034 36 26 GAGE 0:0224 0.0241 1.14 0.030 0.039 0.047 0.047 36 24 GAGE NUMBER MAXIMUM TOTAL UNIFORM LOAD IN PSF OF SPANS L = 4'-0' F 6 5'-0" 5'-6" 6'-0" 7'-0" 8'-0 1 57/-68 40/-54 29/-44 22/-36 17/-30 11/-19 7/-13 26 GAGE 2 68/-60 54/-47 44/-38 54/-48 36/-32 42/-40 30/-27 32/-33 22/-20 20/-24 17/-15 14/-19 STEEL 3 4 85/-75 79/e663/-55 67/-59 51/-45 42/-37 34/-31 21/-23 14/-18 1 87/ 42/-60 32/-49 24/-38 15/-24 10/-16 24 GAGE 2 94/ 60/-50 75/-62 50/-41 59/-52 42/-35 46/-43 31/-25 29/-32 24/-20 19/-24 STEEL 3118/ 4 110 70/-58 58 -48 49/-40 31/-30 21/-23 1. Section properties have been calculated in accordance with the lyra AIN specfflu—vn�. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels ore oluminum—zinc alloy cooted. The corresponding reduced thickness shown as "Metol Thickness' was used in determining section properties. 4. The Architectural panel is limited to wall applications. 5. For Loads shown deflections are less than L/90. 6. Tabulated values ore for bending and includes 1/3 increase for wind. 4 5 2 29/32-1 I \ 12., 2a" PANEL CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S' STANDING SEAM II/360 PANEL METAL THK, IN. TOTAL THK. IN. PANEL WEIGHT SO. FT. TOP IN COMPRESSION BOTTOM IN COMPRESSION Fb ksi Ix. In4/ft. Sx. Ina/ft. Ix. In4/ft. Sx. In3/ft. 0.0224 0.076 0.122 0.077 30 24 GAGE 0.030 E0.0241E.200.121 0.165 0.105 0.178 0.107 30 22 GAGE NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0" 3'-4' 4'-0" 4'-6" 5'-0" 1 169 137 95 75 61 GAGE 2 171 139 96 76 62 24 STEEL 3 214 173 120 95 77 4 200 162 112 89 72 1 233 189 131 104 84 GAGE 2 238 193 134 106 86 22 STEEL 3 297 241 167 132 107 4 278 225 156 123 100 ---A Section properties hove been calculated in accordance with the 1996 AISI specifications Minimum yield strength of steel is 50,000 psi. Steel panels are aluminum—zinc alloy tooted. The corresponding reduced thickness shown as "Metal Thickness' was used in determining section properties. For loads shown, deflections are less than L/150. For wind loads the tabulated values can be multiplied by 1.33. r In G7 n � m D G) C) Dn CD �m r n � o C y � O C y " m !� o D � r a) � y m ° CD vi Z Zr ` 50 � r y Qom o m a in j O N O 0n<� a: F: PANEL PROFILE Vrmrr 16 FULL Ca 7 8 4 1 4• 7 6' rIt1II :::]2 7�6' 2 15/16' V 11 S/a 1/r 31 /32' 7/Ir CROSS SECTION 1. 2. 3. 4. 5. 6. Section properties have been calculated in accordance with the 1996 AISI Minimum yield strength of steel is. 50,000 psi. Steel panels are oluminum—zinc alloy cooted. The corresponding reduced shown as "Metal Thickness" was used in determining section properties. The Shadow. Ponel is limited to wall applications. For Loods shown deflections are less than L/90. Tabulated values are for bending and includes 1/3 increase for wind: specifications. thickness U) m n_ 0 -U 0) ED m cn o� 0 rn 16` FULL COVERAGE PANEL PROFILE 23/32 13/t6" 1 r � P � 2' 163/645. i 5' 16" _ CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S LOC -SEAM PANEL METAL THK. IN. TOTAL THK. IN. PANEL WEIGHT SO. FT. TOP IN COMPRESSION BOTTOM IN COMPRESSION Fb ksi Ix. In4/ft. Sx. Ina /ft. Ix. In4/ft. Sx. In3/ft. 24 GAGE 0.0VN 0.0241 1.352 0.0153 0.083 0.081 0.066 30 22 GAGE 0.00.0318 1.784 0.208 0.124 0.120 0.102 30 MBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L.= 3'-0 3'-4" 4'-0., 4'-6 5'-0" 1 147 119 83 65 53 37 24 GAGE 2 .147 119 83 65 53 37 STEEL 3 183 149 103 81 66 46 4 171 139 96 76 62 43 1 227 .1.84 128 101 82 57 22 GAGE 2 227 184 128 101 82 57 STEEL 3 283 230 159 126 102 71 4 265 214 149 118 95 66 1. Section properties have been calculated in accordance with the 1996 AISI specifications. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels ore aluminum—zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness' was used in determining section properties. 4. For loads shown, deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. z . et f • r m G) CD G) CD n m r nM o 0 c' y a) j c y� M tin c 1� n�� `SCD � r y Q O m O ox i= `1< 12" FULL COVERAGE PANEL PROFILE 23/32" 13/16" I I Ll 9/I6 1 63/64- I5. 1 5' _J __ll 12' CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S LOC -SEAM PANEL METAL THK. IN. TOTAL THK. IN. PANEL WEIGHT SO. FT. TOP IN COMPRESSION Ix. Sx. In4/ft. In3/ft., BOTTOM IN COMPRESSION Ix. Sx. In4/ft. In3/f t. Fb ksi 24 GAGE 0.0224 0.0241 1.47 0.192 0.114 0.108 0.088 30 22 GAGE 0.030 0.0318 1.95 0.261 0.162 0.160 0.135 30 NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF 6,_0 L = 3'-0 3'-4" .. 1 196 158 110 87 70 49 GAGE 2 196 958 110 87 70 49 24 STEEL 3. 244 198 138 109 88 61 4 228 185 128 101 82 57 1. 300 243 169 133 108 75 GAGE 2 300 243 169 133 108 75 22 STEEL 3 375 304 211 167 135 94 4 350 284 197 156 126 88 1. Section properties have been calculated in accordance with the 1996 AISI specifications. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are oluminum—zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness" was used in determining section properties. 4. For loads shown, deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. r O m Cn � m CD 0 111, 0 ao m r o o 0 C y tb 3 b7.3 e CDm Z. c r m r rJ �mr^ a 3 S c m T m ,:0 0 C, O m 56 i°, a ° CD o D o oo<_ =DDr� 21/z' 1' 6' 36' FULL COVERAGE PANEL PROFILE 6' 34 1' 34 312• 3;41; I 3/4' PARTIAL CROSS SECTION 1. 2. 3. 4. 5. Section properties it een co Minimum yield strength of steel is 80,000 psi. Steel panels ore aluminum—zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness" was used in determining section properties. For loads shown, deflections ore less than L/150. For wind loads the tabulated values con be multiplied. by 1.33. • ENGINEERING PROPERTIES OF AMERICAN'S MULTI -RIB PANEL TOP IN BOTTOM IN PANEL COMPRESSION COMPRESSION Fb M=LAWEIGHT 7H SO. FT. Ix. Sx. In3/ft Ix. In4/ft Sx.ksi In3/ft In4pt 29 GAGE 0.014 0.0157 0.75 0.017 0.026 0.011 0.024 36 26 GAGE 0.018 0.0199 0.94 0.022 0.038 0.0160.034 36 24 GAGE 0.0224 0.0241 1.14 0.027 0.051 0.022 0.046 36 NUMBER MAXIMUM TOTAL UNIFORM LOAD IN PSF OF SPANSL = 3'_0" 3'-4" 4'-0" 4'-6" 5'-0" 5'-61 6'-0" 1 66 48 28 20 14 19 6 GAGE 2 64 52 36 28 23 .. 20 29 16 STEEL 3 80 65 45 36 33 27 27 21 17 4 75 61 42 1 85 62 36 25 18 14 11 26 GAGE 2 91 73 51 40 33 27 26 23 20 STEEL 3 113 92 64 48 35 37 28 21 4 1 2 106 105 t23 86 .76 99 60 44 69 47 31 55 23 44 17 36 13 31 24 GAGE STEEL 3 153 124 84 59 43 32 25 4 143 116 81 62 j 45 34 1 26 bIculated in accordance with the 1996 AISI specifications. 1. 2. 3. 4. 5. Section properties it een co Minimum yield strength of steel is 80,000 psi. Steel panels ore aluminum—zinc alloy coated. The corresponding reduced thickness shown as "Metal Thickness" was used in determining section properties. For loads shown, deflections ore less than L/150. For wind loads the tabulated values con be multiplied. by 1.33. • tandard Specifications for . r1giz-1 " erican Buildings Company's November 1997 Metal Building Systems CONTENTS 1. GENERAL 1.1. SCOPE....................................................................................3 1.1.1. Intent............................................................................. 3 1.1.2. Performance..................................................................3 1.1.3. Product Change............................................................ 3 1.2. BUILDING DESCRIPTION...................................................3 1.2.1. LRF............................................................................... 3 1.2.2. RF.................................................................................3 1.2.3. LRF-M.................................................'..........................3 1.2.4. RF-M.........:..................................................................3 1.2.5. GC................................................................................ 3 1.2.6. GC-M...........................................................................3 1.2.7. LT.................................................................................3 1.2.8. LP2...............................................................................3 1.2.9. LP2-M..........................................................................3 1.2.10. LP4...............................................................................3 1.2.11. LP4-M......................................... *. ........... *. *........:.._ 3 1.2.12. LSS...............................................................................3 k2.13. LSS-M........................................................................... 3 1.2.14. SSF...............................................................................3 1.2.15. SSF-M........................................................................... 4 1.3, BUILDING NOMENCLATURE ........................................... 4 1.3.1. Roof Slope.....................................................................4 1.3.2. Width.............................................................................4 1.3.3. Eave Height.................................................................. 4 1.3.4. Length............................................................................4 1.3.5. Bay Spacing (Standard) ............................................... 4 1.3.6. Bay Spacing (Shadow Panel) ........................................ 4 1.4. DRAWINGS AND CERTIFICATION...................................4 1.4.1. Drawings.......................................................................4 1.4.2. Certifications.................................................................4 1.4.3. AISC Certification ..........................:..............................4 2. STRUCTURAL STEEL DESIGN - 2.1. GENERAL..............................................................................4 2.1.1. Structural Mill Sections ................................................. 4 2.1.2. Cold Formed Sections ................................................... 4 2.2. DESIGN LOADS.................................................................... 4 2.2.1. Loading Criteria............................................................ 4 2.2.2. Most Severe Conditions ...:............................................. 4 2.2.3. Load Projections...........................................................5 2.2.4. Special Loads................................................................5 2.3.. DESIGN POLICY................................................................... 5 2.3.1. Standard Design Practices ............................................ 5 2.3.2. Rigid Frame Design ..................................................... 5 3. BASIC MATERIAL SPECIFICATIONS 3.1. PRIMARY FRAMING STEEL .............................................. 6 3.1.1. Mill -Rolled Sections......................................................6 3.1.2. Built -Up Sections....................................................:..... 6 3.1.3. Endwall "C" Sections ................................................... 6 3.2. SECONDARY FRAMING STEEL ........................................ 6 3.2.1. Rolled Formed Sections ................................................ 6 3.2.2. Rolled Formed Sections (Galvanized) .......................... 6 3.3. ROOF AND WALL PANEL MATERIAL ............................ 6 3.3.1. 26 Gage Material - Zinc -Coated (Galvanized) ............. 6 3.3.2. 24 Gage Material - Zinc -Coated (Galvanized) ............. 6 3.3.3. 26 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 3.3.4. 24 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 3.3.5. 24 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 3.3.6. 22 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 4. STRUCTURAL FRAMING 4.1. GENERAL..............................................................................6 4.1.1. Field Bolt Assembly....................................................... 6 4.1.2. Shop Connections......................................................... 6 4.1.3. Identification Mark ....................................................... 6 4.2. PRIMARY FRAMING ........................................................... 6 . 4.2.1. Rigid Frame.................................................................. 6 4.2.2. Endwall Frames............................................................ 6 4.2.3. Plates, Stiffeners, etc ..................................................... 6 4.2.4. Bolt Holes .................................. ........... **. ................... 6 4.3. SECONDARY FRAMING ..................................................... 6 4.3.1. Purlins and Girts........................................................... 6 4.3.2. Eave Struts.................................................................... 7 4.3.3. Base Angle.................................................................... 7 4.4. BRACING....:......................................................................... 7 4.4.1. Diagonal Bracing......................................................... 7 4.4.2. Flange Bracing....................................:........................ 7 4.4.3. Special Bracing............................................................. 7 5. ROOF AND WALL COVERING 5.1. GENERAL .......... .................................................................... 7 5.1.1. Wall Panel..................................................................... 7 5.1.2. Roof Panel....................................................................7 5.1.3. Liner and Soffit Panel . ............................. :.................... 7 5.1.4. Facade Fascia Panel..'... ............................................... 7 5.1.5. Long Span Panel........................................................... 7 5.1.6. Architectural II Panel .................................................. 7 5.1.7. Multi -Rib Liner Panel ................................................... 7 5.1.8. Long Span Liner Panel ................................................ 7 5.1.9. Shadow Panel.............................................................. 7 5.1.10. Soffit Liner Panel........................................................... 7 5.1.11. Standing Seam Panel...................................................7 5.1.12. Loc -Seam Panel............................................................ 8 5.1.13. Mansard Fascia Panel .................................................. 8 5.2. PANEL DESCRIPTION.............................................I...........8 5.2.1. Long Span Panel........................................................... 8 5.2.2. Architectural II Panel ................................................... 8 5.2.3. Multi -Rib Panel............................................................ 8 5.2.4. Shadow Panel ......................... :...... ........................... 8 5.2.5. Soffit -Liner Panel ................................ I......................... 8 5.2.6. Standing Seam Panel .................................................... 8 5.2.7. Lac -Seam Panel ............................. .............. ......... I...... 8 5.2.8. Mansard Fascia Panel ................................................. 8 r "5.2.9. 5.2.10. Panel Length ............................. Endwall Edge Cuts ..................... .............. ...........................8 8 7.4.3. Exterior C 7.4.4. Interior 1 ............................................................ 'I .............................................................. I1 12 5.2.11. Oilcanning.....................................................................8 9 8. ACCESSORIES 9 6. MISCELLANEOUS MATERIAL SPECIFICATIONS 6.1. FASTENERS.......................................................................... 8 6.1.1. Structural Bolts.............................................................. 8 6.1.2. Fasteners for Roof Panels ............................................. 8 =6.1.3. Fasteners for Roof Panel Side Laps .............................. 9 6.1.4. Fasteners for Roof Panels and Flashings ..................... 9 6.1.5. Fasteners for Roof Panel CI ips..................................... 9 6.1.6. Fasteners for Wall Panels ............................................. 9 6.1.7. Fasteners for Wall Panel Side Laps ............................. 9 6.1.8. Fasteners for Shadow Panels ........................................ 9 6.1.9. Blind Fasteners (Rivets) ................................................9 6.2. PANEL CLIPS........................................................................9 13 6.2.1. Standing Seam 11 Panel Clips ....................................... 9 6.2.2. Loc -Seam Panel Clips...................................................9 13 6.2.3. Mansard Fascia Panel Clips.........................................9 ;6.2.4. Standing Seam 360 Panel Clips.................................10 13 6.3. CLOSURES AND SEALANTS...........................................10 6.3.1. Closure Strips..............................................................10 13 6.3.2. Metal Closures............................................................10 13 6.3.3. Sealer: Long Span and Multi -Rib Panels...................10 13 6.3.4. Sealer: Standing Seam and Loc -Seam Panels ............ 10 6.3.5. Sealer: Standing Seam and Loc -Seam Panels.............10 8.6.1. Ridge Ventilator.........................................................:13 6.3.6. Caulk...........................................................................10 8.6.2. 20" Round Ventilator .................................................. 6.4. GUTTER, FLASHINGS AND DOWNSPOUTS .................10 8.7. LOUVERS............................................................................13 6.4.1. Gutters and Flashings.................................................10 8.7.1. Standards....................................................................13 6.4.2. Downspouts.................................................................10 8.8. SKYLIGHTS........................................................................ 7. PAINTING 7.1. STRUCTURAL PAINTING.................................................10 7.1.1. Uncoated Structural Steel...........................................10 7.1.2. Abrasions After Handling............................................11 12 7.2. LONG LIFE COATED PANELS.........................................11 7.2.1. Base Metal. ................................................................... 11 7.2.2. Prime Coat..................................................................11 7.2.3. Exterior Coat...............................................................11 12 7.2, 4. Interior Finish.............................................................11 7.3. PREMIUM 70 COATED PANELS........:.............................11 12 7.3.2. Prime Coat...........................................:......................11 7.3.3. Exterior Coat...............................................................11 7.3.4. Interior Finish.............................................................11 7.4. PREMIUM 70M COATED PANELS...............................:..11 7.4.1. Base Metal...................................................................11 7.4.2. Prime Coat.................................................................. I1 8.1. WINDOWS...........................................................................12 8.1.1. Standard Windows......................................................12 8.1.2. Narrow Light Windows....: .......................................... 12 8.1.3. Thermal Barrier Windows...........................................12 8.2. PERSONNEL DOORS..:...................................................... 12 8.2.1. Standard Doors...........................................................12 8.2.2. Door Frames............................................................... 12 8.2.3. Locksets.......................................................................12 8.2.4. Panic Devices.............................................................. 12 8.2.5. Threshold....................................................................13 8.3. PRE -ASSEMBLED PERSONNEL DOORS ........................ 13 '8.3.1. Standard Doors .................................. I........................ 13 8.3.2. Door Frames............................................................... 13 8.3.3. Locksets.......................................................................13 8.3.4. Panic Devices.............................................................. 13 8.3.5. Threshold....................................................................13 8.4. SLIDING DOORS................................................................ 13 8.4.1. Double Sliding............................................................. 13 8.5. OVERHEAD DOOR FRAMING ......................................... 13 8.5.1. Support Framing......................................................... 13 8.6. GRAVITY VENTILATORS.................................................13 8.6.1. Ridge Ventilator.........................................................:13 8.6.2. 20" Round Ventilator .................................................. 13 8.7. LOUVERS............................................................................13 8.7.1. Standards....................................................................13 8.8. SKYLIGHTS........................................................................ 13 8.8.1. Roof Panels.................................................................13 8.8.2. Wall Panels.................................................................14 8.9. INSULATION......................................................................14 8.9.1. Standards....................................................................14 8.9.2. Facings........................................................................14 8.9.3. Thermal Blocks........................................................... 14 8.9.4. Rigid Foam Insulation ................................................ 14 8.10. ROOF CURBS.........................,.......................................... 14 8.10.1. Standards.................................................................... 14 8.11. PIPE FLASHING............................................................... 14 8.11.1. Standards....................................................................14 9. ERECTION AND INSTALLATION...................................14 10. BUILDING ANCHORAGE AND FOUNDATION .......... 15 11. WARRANTIES....................................................................I5 1. General 1.1. SCOPE 1.1.1. The attached specifications cover the standard materials and components used in the design and fabrication of American Buildings Company's metal building systems. 1.1.2. These specifications are an outline of performance to insure that the architect, engineer, builder and/or owner understand the basis for design, manufacture and application of all American Buildings Company's metal building systems. 1.2.7. LT Lean-to iosingle slope extension to a primary structure which provides structural support. These units usually have the same standard roof slope and girt design as the building to which they are attached. 1.2.8. LP2 Low Profile, Clear Span is a continuous frame building with a standard roof slope of 1/2:12. The primary frames have tapered beams on uniform depth columns. The bottom flange of the tapered beam is horizontal. Simple span sidewall girts are inset into the column line. 1.1.3. Due to a continuing1.2.9. LP2-M Low Profile, Interior Column is a continuous pogram of research and frame building with a standard roof slope of 1/2:12. The development, specifications in this manual are subject to primary frames have tapered rafters and uniform depth change without notice. columns and have one or more interior columns. Simple span sidewall girts are inset into the column line. 1.2. BUILDING DESCRIPTION 1.2.10. 1.2.1. LRF Rigid Frame (Low Profile) Clear Span is a continuous frame building with a standard roof slope of 1:12. The primary frames have tapered columns and rafters, and the continuous sidewall girts bypass the column. 1.2.2. RF Rigid Frame (High Profile) Clear Span is a continuous frame building with a standard roof slope of 4:12. The primary frames have tapered columns and rafters, and the 1.2.11 continuous sidewall girts bypass the columns. 1.2.3. LRF -M Rigid Frame (Low Profile) Interior Column is a continuous frame building with a standard roof slope of 1:12. The primary frames have tapered columns and rafters, and have one or more interior columns. Continuous sidewall girts bypass the columns. 1.2.4. RF -M Rigid Frame (High Profile) Interior Column is a 1.2.12. continuous frame building with a standard roof slope of 4:12. The primary frames have tapered columns and rafters, and have one or more interior columns. Continuous sidewall girts bypass the columns. 1.2.5. GC Girder Column, Clear Span is a continuous frame building with a standard roof slope of 1:12. The primary frames have tapered beams on uniform depth columns. 1.2.13 The bottom flange of the tapered beam is horizontal. Simple span sidewall girts are inset into the column line. 1.2.6. GC -M Girder Column, Interior Columns is a continuous framebuilding with a standard roof slope of 1:12. The primary frames have tapered beams of uniform depth columns, and have one or more interior columns. Simple th column line LP4 Low Profile, Clear Span is a continuous frame building with a standard roof slope of 1/4:12. The primary frames have uniform depth columns and tapered or uniform depth rafters. Simple span sidewall girts are inset into the column line. Due to the lower profile, LP4 buildings require the use of American Buildings Company's Standing Seam, II, Standing Seam 360 or Loc - Seam Roof System. LP4-M Low Profile, Interior Column is a continuous frame building with a standard roof slope of 1/4:12. The primary frames have tapered rafters on uniform depth columns, and have one or more interior columns. Simple span sidewall girts are inset into the column line. Due to the lower profile, LP4-M buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360, or Loc -Seam Roof System. . LSS Low Profile, Single Slope is a continuous frame, clear span building with a standard roof slope of 1/4:12. The primary frames have tapered columns and rafters, and the continuous sidewall girts bypass the columns. Due to the low profile, LSS buildings require the use.of American Buildings Company's Standing Seam II, Standing Seam 360 or Loc -Seam Roof System. LSS-M Low Profile, Single Slope, Interior Column is a continuous frame, clear span building with a standard roof slope of 1/4:12. The primary frames have tapered columns and rafters, and the continuous sidewall girts bypass the columns. Due to the low profile, LSS-M buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360 or Loc - Seam Roof System. span sidewall guts are mset mto e - 1.2.14. SS Single Slope, Inset Guts is a continuous frame, clear span building with a standard roof slope of 1/4:12. The primary frames have uniform depth columns and uniform NOVEMBER 1997 _ 3 depth or tapered rafters, and the co-Omerican `us sidewall girts bypass the columns. Due to ,w profile, SSF yP p buildings require the use of Buildings Company's Standing Seam II, Standing Seam 360 or Loc- 1.4.2 Seam Roof System. 1.2.15. SSF-M Single Slope, Interior Columns, Inset Girts is a continuous frame, clear span building with a standard roof slope of 1/4:12. The primary frames have uniform columns and tapered rafters. Simple span sidewall girts are inset into the column line. Due to the low profile, SSF-M buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360 or Loc - Seam Roof Systems. 1.3. BUILDING NOMENCLATURE 1.3.1. Standard Roof Slope a) 1" of rise for each 12" of horizontal run (LRF, LRF -M, GC). b) 4" of rise for each 12" of horizontal run (RF). C) 1/2" of rise for each 12" of horizontal run (LP2, LP2-M). d) 1/4" of rise for each 12" of horizontal run (LP4, LP4-M, LSS, LSS-M, SSF). 1.3.2. Building "Width" is measured from outside to outside of sidewall girts. 1.3.3. Building "Eave Height is a nominal dimension measured from the bottom of the base plate on the column to the intersection of the roof and sidewall sheets. 1.3.4. Building "Length" is measured from outside to outside of endwall girts. 1.3.5. Standard "Bay Spacing" shall be 20', 25', or 30' between frame centerlines (except at end bays), unless otherwise specified, for buildings with Architectural (A2P) or Long Span (LSP) wall panels. sections, side- 11, endwall and roof framing, flashing and sheeting, ano ory installation details. Certifications: Standard drawings and design analysis shall bear the seal of a registered professional engineer upon request. 1.4.3. AISC Certification, Category MB: All American Buildings Company's buildings systems shall be engineered and fabricated to meet the AISC certification standard for Category MB. 2. Structural Steel Design 2.1. GENERAL 2.1.1. All structural mill sections or welded built-up plate sections shall be designed in accordance with the AISC "Specification for Structural Steel Buildings," Allowable, Stress Design and Plastic Design, June 1, 1989. 2.1.2. All Cold -Formed steel structural members shall be designed in accordance with the AISI "Specification for the Design of Cold -Formed Steel Structural Members," 1996 edition. 2.2. DESIGN LOADS 2.2.1. The design loads for the building shall be, in addition to their own dead load, the live, wind, snow and seismic loads required of the following as specified: 1.3.6. Standard "Bay Spacing" shall be 20', 24', or 28' between frame centerlines (except at end bays) for buildings with Shadow Panel (HFP) walls. 2.2.2. 1.4. DRAWINGS AND CERTIFICATION 1.4.1, Drawings: American Buildings Company shall furnish complete erection drawings for the proper identification and assembly of all building components. These drawings will show anchor bolt settings, transverse cross A. Standard Building Code, by the Southern Building Code Congress International, Inc. B. The BOCA National Building Code, by the Building Officials and Code Administrators, Inc. C. Uniform Building Code, by the International Conference of Building Officials. D. National Building Code of Canada, by the National Research Council of Canada. E. Low Rise Building Systems Manual, by the Metal Building Manufacturers Association. The building components shall be designed to meet the most severe conditions of load combinations set by the specified building code, but in no case be less than that produced by the following load combinations: A. Building dead load plus roof live load (or snow) B. Building dead load plus wind load r" 1 NOVEMBER 1997 4 C. Building dead load plus wind 1.6lus one-half roof Horizontal DeflectiorI* .. snow load Wall * 10 Yr. De Wind Pressure D. Building dead load plus roof snow load plus one-half Panels wind load Girts 2.2.3. Roof live and snow loads shall be applied on the horizontal roof projection. Wind loads shall be assumed to act horizontally and shall be applied as pressure and suction perpendicular to the building surfaces. Frame 2.2.4. Where local jurisdiction dictates, designs based on other than above listed loads, combinations of loads, or method of load application may be obtained upon request. 2.3. DESIGN POLICY * 10 Yr. Design Wind Pressure supporting metal wall supporting masonry wall *10 Yr. = 50 Yr. x 75% L/120 L/120 L/240:< V/z" * 10 Yr. Design Wind Pressure supporting metal wall 1-1/60 supporting masonry wall H/100 Crane Lateral Load or *10 Yr. Wind Pressure: pendant operated crane HJ100 @ Runway cab operated crane W240:5 2"@ Runway Crane 2.3.1. American Buildings Company's standard design practices Runways Crane Lateral Load L/400 incorporate Serviceability Limits from the 1996 MBMA Manual (reprinted from AISC Steel Design Guide Series Spandrel #3, "Serviceability Design Considerations for Low -Rise Beams * 10 Yr. Design Wind Pressure L/240 buildings"). Owner requirements that exceed these considerations must be included in the building order The following serviceability limits of American Buildings documents. The applicable building code may also Company are also used for project design. provide deflection limitations. Vertical Deflections: Vertical Deflections: *Roof Snow = Factored 50 Yr. Ground Snow Roof Panels Roof or Live Snow Load L/150 Purlins Roof Live or *Snow Load supporting metal roof only L/150 Expansig and Contraction: supporting ceiling tiles L/240 supporting plaster/drywall ceiling L/360 Longitudinal Expansion Joint every 1000 feet Rafters Roof Live or *Snow Load supporting roof only L/150 supporting ceiling tiles L/240 supporting plaster/drywall ceiling L/360 Floor Joist Beams Floor Live Load supporting concrete slabs L/360 supporting plywood deck, etc. L/240 Crane Runway Crane Vertical Static Load top running cranes: CMAA Classes A, B, C L/600 CMAA Class D L/800 CMAA Classes E, F L/1000 underhung and monorail cranes: CMAA Classes A, B, C L/450 Jib Crane Crane Vertical Load L/225 Lintel Beams Total Load L/600 _< 0.3" Transverse Expansion Joint every 200 feet 2.3.2. It is the policy of American Buildings Company to design rigid frames for the increased loading associated with two -span continuous purlins and girts. This applies to all loads with a load path through a purlin or girt. An increase of 25% is normally associated with two equal bays. This is not applicable to the frame loading when purlins or girts are designed as "single -span". NOVEMBER 1997 5 3.3.5. Panel materiP' as specified shall be 24 gage aluminum - 3. Basic Material Sj78C1f1Ca1 zinc alloy-ccteel conforming to the requirements of ASTM A 792Winimum yield strength shall be 50,000 3.1. PRIMARY FRAMING STEEL psi. 3.1.1. Steel for mill -rolled structural sections shall conform to 3.3.6. Panel material as specified shall be 22 gage aluminum the requirements of ASTM specification A 36 or ASTM zinc alloy -coated steel conforming to the requirements of A 572 Grade 50 as applicable. ASTM A 792. Minimum yield strength shall be 50,000 psi. 3.1:2.. Steel for all built-up sections shall meet as applicable the physical and chemical properties of: 4, Structural Framing A. ASTM A 572 Grade 50 with a minimum yield of 55,000 psi, or ASTM A 607, Grade 55, or ASTM A 570, Grade 55 or B. ASTM A 572, Grade 50 or ASTM A 607, Grade 50 or ASTM A 570, Grade 50. 3.1:3. Steel for all endwall "C" sections shall meet the physical and chemical properties of ASTM A 570, Grade 55. 3.2. SECONDARY FRAMING STEEL 4.1. GENERAL 4.1.1. Framing members shall be shop fabricated for field bolted assembly. The surfaces of the bolted connections shall be smooth and free from burrs or distortions. 4.1.2. All shop connections shall be in accordance with the American Welding Society Code for Building Construction. Certification of welder qualification will be furnished when required and specified at order entry. 3.2.1. Steel used to form purlins, gins, eave struts and "C" 4.1.3. All framing members where necessary shall carry an sections shall meet the physical and chemical properties easily visible identifying mark. of ASTM A 570, Grade 55. 4.2 3.2.2. Steel used to form zinc -coated (galvanized) purlins and girts shall meet the physical and chemical properties of 4.2.1 ASTM A'653, Grade 50 and G 90 Coating designation as described in ASTM A 924.. 3.3. ROOF AND WALL PANEL MATERIAL Exterior panels shall conform to one of the following: 3.3.1. Panel material as specified shall be 26 gage zinc -coated (galvanized) steel, coating designation G 90, conforming to the requirements of ASTM A 653, Grade 80. - Minimum yield strength shall be 80,000 psi. 3.3.2. Panel material as specified shall be 24 gage zinc -coated (galvanized) steel, conforming to the requirement of ASTM A 653, Grade 80. Minimum yield strength shall be 80,000 psi. 3.3.3. Panel material as specified shall be 26 gage aluminum - zinc alloy -coated steel, conforming to the requirements of ASTM A 792. Minimum yield strength shall be 80,000 psi. 3.3.4. Panel material as specified shall be 24 gage aluminum - zinc alloy -coated steel, conforming to the requirements of ASTM A 792. Minimum yield strength shall be 80,000 psi. PRIMARY FRAMING Rigid Frame: All rigid frames shall be welded, built-up "I" sections or mill -rolled structural sections. The columns and the rafters may be either uniform depth or tapered. 4.2.2. Endwall Frames: All endwall roof beams and endwall columns shall be cold -formed "C" sections, mill -rolled structural sections, or built-up "I" sections as required by design. 4.2.3. Plates, Stiffeners, etc.: All base plates, splice plates, cap plates, and stiffeners shall be factory welded into place on the structural members. 4.2.4. Bolt Holes, etc.: All base plates and flanges shall be shop fabricated to include bolt connection holes. Webs shall be shop fabricated to include cable brace or rod brace holes and flange brace holes. 4.3. SECONDARY FRAMING 4.3.1. Purlins and Girts: Purlins and girts shall be cold -formed 1211 or "C" sections with stiffened flanges. They shall be pre -punched at the factory to provide for field bolting to the primary framing. They shall be simple or continuous span as required by design. NOVEMBER 1997 6 4.3:2. Eave Struts: Eave Struts shall be -nequal flange, cold - formed "C" sections. 0 4.3.3. Base Angle: A base member will be supplied by which the base of the wall covering may be attached to the perimeter of the slab. This member shall be secured to the concrete slab with concrete anchors as shown on the drawings. ` 4.4. BRACING 4.4.1. Diagonal Bracing: Diagonal bracing in the roof and sidewall shall be used to remove longitudinal loads (wind, crane, etc.) from the structure. This bracing will be furnished to length and equipped with bevel was and nuts at each end. It may consist of rods threaded each end or galvanized cable with suitable threaded end anchors. 5.1.5. American B11;1dings Company's Long Span (LSP) roof and wall pai specified shall be 26 or 24 gage 80,000 psi steel. Thiel exterior finish shall be either AZ55 aluminum -zinc alloy -coated, pre -painted G90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy - coated. Pre -finished panels shall have American Buildings Company's Long Life Finish or Premium 70 Plus (Kynar 5000) Finish. An embossed finish is available as an option on Premium 70 walls. 5.1.6. American Buildings Company's Architectural II (A2P) wall panels as specified shall be 26 gage 80,000 psi steel. The panel exterior finish shall be either pre -painted G90 zinc-coated.(galvanized) or pre -painted AZ50 aluminum - zinc alloy -coated. Panels shall have American Buildings Company's Long Life Finish or Premium 70 Plus (Kynar 5000) Finish. An embossed finish is available as an option on Premium 70 walls. 4.4.?. Flange Braces: The compression flange of all primary 5.1.7. framing shall be braced laterally with angles connecting to the webs of purlins or girts so that the flange compressive stress is within allowable limits for any combination of loadings. 4.4.3. Special Bracing: When diagonal bracing is not permitted in the sidewall, a rigid frame type portal, fixed base columns, or wall diaphragm must be used. Wind bracing in the roof and/or walls need not be furnished where it can be shown that the diaphragm strength of the roof and/or wall covering is adequate to resist the applied wind forces. 5. Roof and Wall Covering 5.1. GENERAL American Buildings Company's Multi -Rib (MRP) liner panels as specified shall be 29 gage (nominal) pre -painted G 40 zinc -coated (galvanized) steel, A250 aluminum -zinc alloy coated or 26 gage perforated steel. Panels shall have American Buildings Company's Reflective White Long Life Finish. 5.1.8. American Buildings Company's Long Span (LSP) liner panels as specified shall be 29 gage (nominal) pre -painted G 40 zinc -coated (galvanized) steel or 26 gage perforated steel. Panels shall have American Buildings Company's Reflective White Long Life Finish. 5.1.9 5.1.1. Wall panels shall be either American Buildings Company's Long Span Panel (LSP), Architectural II Panel (A2P) or Shadow Panel (I -IFP). - 5.1.10 5.1.2. Roof panels shall be either American Buildings Company's Long Span Panel (LSP), Standing Seam II Panel (S2P), Standing Seam 360 Panel (S3P) or Loc - Seam Panel (LOC). 5.1.3. Liner and soffit panels shall be either American Buildings 5.1.11 Company's Multi -Rib Panel (MRP), Long Span Panel (LSP) Architectural H Panel (A2P), or Soffit -Liner Panel (SLP). 5.1.4. Facade fascia panels shall be either American Buildings Company's Long Span Panel (LSP), Architectural II Panel (A2P), Shadow Panel (HFP), or Mansard Fascia Panel (1v1FP). American Buildings Company's Shadow Panels (HFP) shall be embossed 24 gage 50,000 psi steel. The panel exterior finish shall be either pre -painted G 90 zinc - coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy -coated. Panels shall have American Buildings Company's Premium 70 Plus (Kynar 5000) Finish. American Buildings Company's Soffit -Liner Panels (SLP) shall be embossed 26 gage steel. The panel exterior finish shall be either pre -painted G 90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy - coated. Panels shall have American Buildings Company's Reflective White Long Life Finish. American Buildings Company's Standing Seam U (S2P) and Standing Seam 360 (S3P) Roof Panels as specified shall be 24 or 22 gage 50,000 psi steel. The panel exterior finish shall be either AZ55 aluminum -zinc alloy - coated, pre -painted G 90 zinc -coated (galvanized) or pre- painted AZ50 aluminum -zinc alloy -coated. Pre -painted panels shall have American Buildings Company's Premium 70 Plus (Kynar 5000) Finish. NOVEMBER 1997 7 5.1.12. American Buildings Company's Loc -Seam Panels (LOC) 5.2.7. American Biiiidings Company's Loc -Seam Panel (LOC) high as specified shall be 24 or 22 gagk � psi steel. The shall have a ration 16" or 12" wide with 2" male 'Wemale ribs. The female seam shall panel exterior finish shall be either aluminum -zinc alloy -coated, pre -painted G 90 zinc -coated (galvanized) vertical have factory applied sealant. The panel seam shall be or pre -painted AZ50 aluminum -zinc alloy -coated. Pre- mechanically interlocked by a specially designed electric painted panels shall have American Buildings Company's seaming machine. Premium 70 Plus (Kynar 5000) Finish. 5.2.8. American Buildings Company's Mansard Fascia Panel 5.1.13. American Buildings Company's Mansard Fascia Panels (MFP) shall have a flat surface with a male and female interlocking 1" seam. Panels shall have a 10-3/16" or 18 - WP) as specified shall be 24 gage steel. The panel exterior finish shall be either pre -painted G 90 zinc- 5/8" nominal coverage. A solid 3/8" minimum plywood coated (galvanized) or pre -painted AZ50 aluminum -zinc decking or equivalent with a minimum 3:12 slope is alloy -coated. Pre -painted panels shall have American required. Buildings Company's Premium 70 Plus (Kynar 5000) Finish. 5.2.9. Panel Length: All wall panels shall be continuous from sill to roof line and all roof panels shall be continuous 5.2. PANEL DESCRIPTION from eave to ridge except where length become prohibitive for handling purposes. Roof panel end laps shall be a minimum 6" for Standing Seam and Loc -Seam 5.2::1. American Buildings Company's Long Span Panel (LSP) panels and a minimum 4" for Long Span panels. Wall shall have major ribs 1-3/16" high, spaced 12" on center. panel end laps shall be a minimum 3". In the flat area between the major ribs are two smaller ribs. Each panel shall provide 36" net coverage in width. All roof side laps shall be at least one major rib and 5.2.10. Endwall Edge Cuts: All endwall panels for buildings All panel shall have a purlin bearing leg on the bottom section of with .1:12 or less roof slope shall be square cut. endwall panels for buildings with a roof slope over 1:12 the lap. shall be bevel cut. 5.2.2. American Buildings Company's Architectural II Panel (A2P) shall have a configuration consisting or ribs 1-3/16" 5.2.11. A certain amount of waviness called "oilcanning" may deep. Major corrugations shall be spaced 12" on center. exist in the flat .portion of the panel. Minor waviness of the panel is not sufficient cause for rejection. Oilcanning Panel design produces a decorative smooth shadow -line does not affect the structural integrity of the panel. with semi -concealed fasteners. Architectural panels shall provide a 36" net coverage in width. . 6. Miscellaneous Material Specifications 5.2:3. American Buildings Company's Multi -Rib Panel (MRP) shall have a configuration consisting of ribs 3/4" deep. 6.1. FASTENERS Major corrugations shall be spaced 6" on center. Each panel shall provide 36" net coverage. 6.1.1. Structural Bolts: All bolts used in primary splices and secondary framing connections shall be ASTM A 307 or 5.2.4. American Buildings Company's Shadow Panel (H P) ASTM A 325 as required by design. shall have a configuration 16" wide and 3" deep with a center rib 6" wide and 1-1/2" deep. The panel design 6.1.2. Fasteners for Roof Panels: All roof panels shall be produces completely hidden fastener panel. Net coverage attached to the secondary framing members by the of each panel is following: 5.2.5. American Buildings Company's Soffit/Liner Panel (SLP) A. Premium roof fasteners shall be No. 12 x 1-1/4" or shall have a configuration consisting of 1" interlocking No. 14 x 1" self -drilling carbon steel screws with a ribs. The interlocking ribs are designed to conceal the molded zinc alloy or capped stainless steel cupped panel fasteners. The Soffit/Liner Panel shall provide a net hex washer head. Roof fasteners shall be assembled coverage of 12". with an EPDM washer. Premium roof fasteners shall be used on all pre -finished or warranted roofs. 5.2.6. American Buildings Company's Standing Seam II ($2P) and Standing Seam 360 (S3P) Roof Panel shall have a configuration consisting of 2" high (3" including seam) B. Standard roof fasteners shall be No. 12 x 1-1/4" or by 4-3/4" wide rib, spaced on 24" centers. Panels shall be No. 14 x 1" self -drilling carbon steel screws with an joined at the side laps with an interlocking seam standing integral hex washer head. Roof fasteners shall be 1"above the major rib. Each panel shall provide 24" net assembled with an EPDM washer. Standard roof coverage in width. The female panel seam shall have fasteners shall have a long life coating over zinc factory applied sealant. NOVEMBER 1997 8 plating. Standard fasteners.. shall be used on unwarranted aluminum -zinc al lted roofs only. 6. 1.6 6.1.3. Fasteners for roof panel side laps and flashing connections: Long Span Roof Panel side laps and flashing connections shall be stitched by the following: A. Premium roof fasteners shall be No. 14 x 7/8 self - drilling carbon steel screws with a molded zinc alloy or capped stainless cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre - finished or warranted roofs. B. Standard roof fasteners shall be No. 14 x 7/8" self - drilling carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a long life coating over zinc plating. Standard fasteners shall be used on unwarranted aluminum - zinc alloy -coated roofs only. Fasteners for *Panels and Liner Panels: All Long Span, Architectural or Multi -Rib Panels shall be attached to the secondary framing members by means of self - drilling carbon steel screws, No. 12 x 1-1/4" hex washer head, cadmium or zinc plated, assembled with a 0.040" minimum thickness nylon isolation washer. The fasteners shall be color coordinated with a premium coating system which protects against corrosion and weathering. The fasteners are applicable for use with fiberglass blanket insulation up to 4" (6" for Architectural Panels) in thickness. 6.1.7. Fasteners for Wall Panel side laps and Liner Panel side laps: All Long Span, Architectural or Multi -Rib Panel side laps shall be stitched by means of self -drilling carbon steel screws, No. 14 x 7/8" cadmium or zinc plated, assembled with a 0.040" minimum thickness nylon isolation washer. The fasteners shall be color coordinated with a premium coating system which protects against corrosion and weathering. 6.1.4. Fasteners for roof panel to flashing connections: Loc - Seam and Standing Seam roof systems shall be the 6.1.8 following: A. Premium roof fasteners shall be No. 14 x 1" self - drilling carbon steel screws with molded zinc alloy or capped stainless steel cupped hex washer head. Roof 6.1.9. fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre - finished or warranted roofs. B. Standard roof fasteners shall be No. 14 x 1" self - drilling carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a long life coating over zinc plating. Standard fasteners shall be used on unwarranted aluminum - zinc alloy -coated roofs only. 6.1.5. Fasteners for the Roof Panel Clips: All Standing Seam and Loc -Seam Panel clips shall be attached to the purlins by the following: A. Self -drilling screws for attaching expansion clips shall be carbon steel No.- 12 x 1-1/4" hex -head, cadmium or zinc plated. The fasteners are applicable for use with fiberglass blanket insulation with thickness' up to and including 6 inches. B. Self -drilling screws for attaching expansion clips on bar joists shall be carbon steel No. 12 x 1-1/4" Tek 4 or No. 12 x 1-1/2" Tek 5 hex -head cadmium or zinc plated. The fasteners are applicable for use with fiberglass blanket insulation with thickness' up to and including 6 inches. 6.2. 6.2.1 Fasteners for Shadow Panels: These fasteners shall be carbon steel, yellow chromate over zinc plate finish, No. 12 x 1" self -drilling hex -head screws with a special 1/2" x 1" rectangular locking nut. Blind Fasteners: All blind fasteners shall be 1/8" diameter, high strength 6052 painted aluminum rivets as manufactured by USM POP or equal. PANEL CLIPS Panel clips (SSPC series) for the Standing Seam II Roof Panel shall be: 6.2.2. Of a two part assembly. The clip portion shall be 2-1/2" wide. The clip portion shall be die formed SAE 1050 high carbon spring steel and heat treated to Rockwell 45C to 50C. The clip portion shall have a fluorocarbon coating for corrosion resistance. The base portion of the clip shall be 2-1/4" or 3-1/4" (for thermal blocks) in height. The base shall be die formed from 12 gage. Total expansion capability of the clip assembly shall be 2-1/2". 6.2.3. - Panel clips (LSEC series) of the Loc -Seam Panel shall be of a two part assembly. The clip portion shall be a nominal 2-3/8" or 3-1/8" (for thermal blocks) in height and 3" in width. The clip portion shall be die formed from 24 gage aluminum coated steel. The base shall be die formed from 18 gage zinc -coated (galvanized) steel. Total expansion capability of the clip shall be 1-1/4". 9 NOVEMBER 1997 6.2.4. Panel clips (MFPC series) for the mansard Fascia panel shall be a nominal V in height an Ift" in width. The clip shall 'be die formed from lWiage zinc -coated (galvanized) steel. 6.2.5. Panel clips (S3PC) for the Standing Seam 360 panel shall be a two part assembly. The clip portion is die formed .031 thick aluminum coated steel. The base shall be die formed 12 gage galvanized material 2-1/4" or 3-1/4" (for thermal blocks) high and 6" long. The expansion capability of the clip shall be 2". 6.3. CLOSURES AND SEALANTS 6.3.1. Closure Strips: The corrugations of the roof and wall panels shall be filled with preformed closed cell non - shrinking, laminated polyethylene closures along the eave, ridge and rake when required for weather tightness. 6.3.2. Metal Closures: The corrugations and pan area of the Standing Seam II and Standing Seam 360 Roof Panel shall be filled with formed metal closures. The closures shall be formed from 20 gage steel to the shape of the configuration. The closure exterior finish shall be AZ55 aluminum -zinc -alloy -coated. 6.3.3.. Sealant: Long Span Panel roof side laps and end laps shall be sealed with 1/2" x 1/8" tape mastic. The material shall be a butyl base elastic compound with a minimum solid content of 99%, Sika Sika -Tape TC -95 or equal. The sealer shall have good adhesion to metal and be non- staining, non -corrosive, non -shrinking, non -oxidizing, non-toxic, and non-volatile. The service temperature shall be from -60° F +2507. The material shall meet or surpass the requirements of Federal Specification TT -C - 1796A, Type II, Class B andNAAMM SS-lC-68. 6.3.4. Sealant: American Buildings Company's Standing Seam and Loc -Seam Roof Panels side laps shall have factory applied mastic, Sika Sika -Caulk 501 or equal. Its composition shall be 91% solids by weight. Service temperature range shall be -60° F + 250°F. The material shall meet or surpass the requirements of Federal Specification TT -C -1796A, Type I, Class A. 6.3.6. Caulk: All -litter and downspout joints, rake flashing laps, ridgea laps, doors, windows, and louvers shall be sealeai white or bronze pigmented polyurethane caulk, Bostik Chem -Calls 915, Sika, SikaFlex 201 or approved equal. It shall meet or exceed the requirements of Federal specification TT -S -00230C, Type II, Class A. 6.3.5. Sealant: All American Buildings Company's Standing Seam and Loc -Seam Roof end laps, ridges and eave closures shall be sealed with tape mastic, Sika Sika -Tape TC -95 or equal. The material shall be non -staining, non- corrosive, non-toxic, and non-volatile. Composition shall be 100% solid ethylene propylene copolymer tape. Service temperature shall be from -60° F +212°F. The material shall meet or surpass the requirements of Federal Specification TT -C -1796A, Type II, Class B. 6.4. GUTTER, FLASHING AND DOWNSPOUT 6.4.1. Gutters and Flashings: All standard exterior gutters are 24 gage G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel with a pre -painted finish in White or Burnished Slate. Standard rake flashing is 26 gage G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel with a pre- painted finish in Reflective White or Burnished Slate. All other gutter and flashings shall be a minimum 26 gage steel. 6.4.2. Downspouts: All downspouts shall be 28 gage zinc - coated (galvanized) or aluminum -zinc alloy -coated steel with color coordinated, pre -painted finish, rectangular in shape. 7. Painting 7.1. STRUCTURAL PAINTING 7.1.1. All uncoated structural steel and light gage steel members shall be cleaned of all foreign matter and loose scale, and given a one mil coat of American Buildings Company's red oxide primer. Primer meets or exceeds the performance requirements of Specification SSPC 15-68T (replaces and is equivalent to Federal Specification TT -P - 636D). The primer is not intended as a finish coat and is compatible only for top coating with solvent based alkyd and modified. alkyd top coat paints. At American's option, cold -formed secondary structural framing may use pre -painted coil stock which eliminates the need for a shop coat of primer. The base metal shall be thoroughly cleaned and then treated with iron phosphate solution to enhance paint adherence before the coil is coated with red oxide polyester paint. The dry film thickness of the paint shall be 0.5 mil. The coating meets or exceeds the performance requirements of Specification SSPC 15-68T (replaces and is equivalent to Federal Specification TT -P -636D). The coating is not intended as a finish coat and is compatible only for top coating with solvent based alkyd and modified alkyd top coat paints. Because of roll forming lubrication, prepainted cold form sections must be washed with a strong solvent or a tie - coat must be used before a top coat can be applied. NOVEMBER 1997 10 7.1.2. Abrasions caused by handling after painting are to be weatherability and resistance to coating deterioration expected. Primer shall be furnishtouch-up these shall be evident when. t to the following tests: *ouch field - areas by the contractor performing -up or painting as specified in the contract documents. TEST TEST METHOD PERFORMANCE 7.2. LONG_ LIFE COATED PANELS Specular Gloss ASTM D 523 Low Gloss, 5;10 at 60 degrees 7.2.1. Base Metal shall be 26 or 24 gage G 90 zinc -coated Dry Film Hardness ASTM D 3363 F minimum (galvanized) or AZ50 aluminum -zinc alloy -coated steel. Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal 7.2.2. Prime Coat: The base shall be pretreated and then primed Reverse Impact ASTM D 2794 Excellent/No Removal with an epoxy or urethane type primer for superior Abrasion Resistance ASTM D 968 Exceeds 65 liters ASTM D 1308 Excellent/No Removal adhesion and superior resistance to corrosion. The dry Chemical Resistance Salt Spray ASTM B 117 Passes 1000 hours film thickness shall be 0.2 mils. Resistance 7.2.3. Exterior Coat: After priming, the exterior side shall be Humidity Resistance ASTM D 2247 Passes 1000 hours Color Retention ASTM D 2244 No objectionable given a Long Life coating, baked in excess of 500°F to a change. max. 4 Delta controlled dry film thickness of 0.7 to 0.8 mils. Excellent E units (Hunter) Color weatherability and resistance to coating deterioration shall Change be evident when subject to the following tests: Chalk Resistance ASTM D 659 No objectionable change. Minimum rating of 9 TEST TEST METHOD PERFORMANCE 7.3.4. Roof panels with the Premium 70 Plus finish must have Specular Gloss ASTM D 523 25-35 degrees on a minimum 1/2:12 roof slope to qualify for Material Warranty. Interior Finish: The interior finish shall have a std. amer 60 deg. parchment polyester top coat or backer over an epoxy, meter Dry Film Hardness ASTM D 3363 F -2H urethane, or water base primer. The dry film thickness of Q.U.V. Weatherometer ASTM G 53 Passes 300 hours, no the backer shall be .4 mils minimum. objectionable color change, chalking or 7.4. PREMIUM 70M COATED PANELS blistering Humidity Resistance ASTM D 2247 Passes 1000 hours 7.4.1. Base Metal shall be 26 or 24 gage G 90 zinc -coated Salt Spray Resistance ASTM B 117. Passes 750 hours (galvanized) or AZ50 aluminum -zinc alloy -coated steel. Reverse Impact ASTM D 2794 Passes, No Removal Microbial Attack ASTM G 22 .Passes 7.4.2. prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be .4 7.2.4. Interior Finish: The interior finish shall have a parchment mils minimum• polyester top coat over an epoxy or urethane primer. Thg dry film thickness shall be 0.3 mils. 7.4.3. Exterior Coat: After priming, the exterior side shall be given a finish coat of a 70% minimum Kynar 500® 7.3. PREMIUM 10 PLUS COATED PANELS (PVDF) formulation. The dry film thickness of the top coat shall be 1.0 mils minimum. The total dry film 7.3.1. Base Metal sliall be 26 or 24 gage G 90 zinc -coated thickness shall be 1.4 mils minimum. Excellent (galvanized) or AZ50 aluminum -zinc alloy -coated steel. weatherability and resistance to coating deterioration shall be evident when subject to the following tests: 7.3.2. Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be .25 mils minimum. 7.3.3. Exterior Coat: After priming, the exterior side shall be given a finish coat of 70% minimum Kynar 5000 (PVDF) formulation. The dry film thickness of the top coat shall be .90 mils minimum. The total dry film U 11 b 1 OS mils minimum ' Excellent thickness s a e NOVEMBER 1997 11 Roof panels with the Premium 70M finish must have a minimum 1/2:12 roof slope to qualify for Material Warranty. 7.4.4. Interior Finish: The interior -finish shall have a parchment polyester top coat or backer over an epoxy, urethane, or water base primer. The dry film thickness of the backer shall be .4 mils minimum. 8.. Accessories 8.1. WINDOWS 8.1.1. Standard windows shall be horizontal slide units with a bronze finish, T-0" x T-0" and 4'-0" x T-0" in Architectural and Long Span Panel Walls, and 4'-0" X.3 0" in Shadow Panel Walls. They shall be furnished complete with 7/16" hermetically sealed double glass, hardware, an half screen. Windows shall be self -flashing to American Buildings Company's wall panels. They shall conform to ASI A134.1 and shall be certified by Architectural Aluminum Manufacturers Association for high performance commercial construction, HS -B2 -HP. 8.1.2. Narrow Light Windows shall be wall units T-0" x 7' having dark bronze aluminum frames 1-3/4" x 4" and 1" solar bronze annealed insulated glass. The glazing stop shall snap on using stainless steel spring clips. There shall be no exposed screws on the Glazing Bead. The glass shall be set against the fin using Butyl Tape and sealed on interior and exterior with silicone to insure a water -tight seal and to enable truck shipment without danger or glass slippage. unit is available: They shall be furnished with a 5/8" insulated gla a polyurethane thermal barrier. 8.2. PERSONNEL DOORS 8.2.1. Standard personnel doors shall be Y-0" x T-0" and 1-3/4" manufactured from 20 gage zinc -coated (galvanized) steel. Doors shall have a textured finish and shall be painted white. Doors shall meet Federal Specification RR -D -575b and Commercial Standards CS -242-62 and PS4-66. Doors shall be one of the following: A. Steelcraft SLT-20-4 (honey comb core) or equal B. Ceco Omega 20 (honey comb core) or equal C. Ceco Versa 20 (urethane foam core) or equal 1. Doors shall have square edges for non -hand installation. 2. Doors shall be flush and have vertical mechanical interlocking seams on both hinge and lock edges. 3. Doors shall be provided with top and bottom inverted 16 gage galvanized steel channels spot welded within the door. 4. Doors "A" and "B" shall be reinforced, stiffened, and sound deadened with impregnated kraft honey comb core completely filling the inside faces of the door and laminated to the inside faces of the panels. 5. Door "C" shall be filled with a rigid urethane core foamed in place and chemically bonded to the interior. 6. Doors shall be reinforced for applicable hardware. 8.2.2. Door frames shall be 16 gage zinc -coated (galvanized) steel, prepainted white and shall be one of the following: A. Steelcraft MU -16 series having a jamb depth of 5- 3/4" with an 18 gage jamb retainer. B. Ceco MBF -8 series having a jamb depth of 8". 1. Door jambs shall be constructed for non -hand installation. 2. Door frame "A" shall have factory applied weather- stripping. 3. Door frame "B" shall have weather-stripping provided for field installation. 4. Door frames shall be provided with 4-1/2" x 4-1/2" hinges and reversible strike plate. Door frame "A" shall have hinges pre -welded to the frame. 8.2.3. Standard locksets shall be one of the following: A. Yale CRE 8722 mortise lockset, US26D finish, or equal. B. PDQ SW182PAT260 cylindrical lockset or equal. 8.2.4. Exit devices shall be one of the following: A. Yale 7100 Styline series rim device with a stainless steel finish. 8.1.3. The Thermal Barrier Windows shall be horizontal slide B. Yale 2100 rim device with a SB finish. units with a bronze finish. They are available in T-0" x T-0", 4'-0" x 4'-0" and 6-0" x T-0" size that are self flashing to American Buildings Company's Longspan and Architectural II wall panels. A T-0" x 6-0" fixed glass / ' t 12 NOVEMBER 1997 i TEST TEST METHOD I AlhRMANCE Specular Gloss ASTM D 523 Me ium Gloss, 30-40 at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 100 liters Chemical Resistance ASTM D 1308 Excellent/No Removal Salt Spray Resistance ASTM B 117 Passes 1000 hours Humidity Resistance ASTM D 2247 Passes 2000 hours Color Retention ASTM D 2244 No objectionable change. Max. 4 Delta E units (Hunter) Color Change Chalk Resistance ASTM D 659 No objectionable change. Minimum rating of 9 Roof panels with the Premium 70M finish must have a minimum 1/2:12 roof slope to qualify for Material Warranty. 7.4.4. Interior Finish: The interior -finish shall have a parchment polyester top coat or backer over an epoxy, urethane, or water base primer. The dry film thickness of the backer shall be .4 mils minimum. 8.. Accessories 8.1. WINDOWS 8.1.1. Standard windows shall be horizontal slide units with a bronze finish, T-0" x T-0" and 4'-0" x T-0" in Architectural and Long Span Panel Walls, and 4'-0" X.3 0" in Shadow Panel Walls. They shall be furnished complete with 7/16" hermetically sealed double glass, hardware, an half screen. Windows shall be self -flashing to American Buildings Company's wall panels. They shall conform to ASI A134.1 and shall be certified by Architectural Aluminum Manufacturers Association for high performance commercial construction, HS -B2 -HP. 8.1.2. Narrow Light Windows shall be wall units T-0" x 7' having dark bronze aluminum frames 1-3/4" x 4" and 1" solar bronze annealed insulated glass. The glazing stop shall snap on using stainless steel spring clips. There shall be no exposed screws on the Glazing Bead. The glass shall be set against the fin using Butyl Tape and sealed on interior and exterior with silicone to insure a water -tight seal and to enable truck shipment without danger or glass slippage. unit is available: They shall be furnished with a 5/8" insulated gla a polyurethane thermal barrier. 8.2. PERSONNEL DOORS 8.2.1. Standard personnel doors shall be Y-0" x T-0" and 1-3/4" manufactured from 20 gage zinc -coated (galvanized) steel. Doors shall have a textured finish and shall be painted white. Doors shall meet Federal Specification RR -D -575b and Commercial Standards CS -242-62 and PS4-66. Doors shall be one of the following: A. Steelcraft SLT-20-4 (honey comb core) or equal B. Ceco Omega 20 (honey comb core) or equal C. Ceco Versa 20 (urethane foam core) or equal 1. Doors shall have square edges for non -hand installation. 2. Doors shall be flush and have vertical mechanical interlocking seams on both hinge and lock edges. 3. Doors shall be provided with top and bottom inverted 16 gage galvanized steel channels spot welded within the door. 4. Doors "A" and "B" shall be reinforced, stiffened, and sound deadened with impregnated kraft honey comb core completely filling the inside faces of the door and laminated to the inside faces of the panels. 5. Door "C" shall be filled with a rigid urethane core foamed in place and chemically bonded to the interior. 6. Doors shall be reinforced for applicable hardware. 8.2.2. Door frames shall be 16 gage zinc -coated (galvanized) steel, prepainted white and shall be one of the following: A. Steelcraft MU -16 series having a jamb depth of 5- 3/4" with an 18 gage jamb retainer. B. Ceco MBF -8 series having a jamb depth of 8". 1. Door jambs shall be constructed for non -hand installation. 2. Door frame "A" shall have factory applied weather- stripping. 3. Door frame "B" shall have weather-stripping provided for field installation. 4. Door frames shall be provided with 4-1/2" x 4-1/2" hinges and reversible strike plate. Door frame "A" shall have hinges pre -welded to the frame. 8.2.3. Standard locksets shall be one of the following: A. Yale CRE 8722 mortise lockset, US26D finish, or equal. B. PDQ SW182PAT260 cylindrical lockset or equal. 8.2.4. Exit devices shall be one of the following: A. Yale 7100 Styline series rim device with a stainless steel finish. 8.1.3. The Thermal Barrier Windows shall be horizontal slide B. Yale 2100 rim device with a SB finish. units with a bronze finish. They are available in T-0" x T-0", 4'-0" x 4'-0" and 6-0" x T-0" size that are self flashing to American Buildings Company's Longspan and Architectural II wall panels. A T-0" x 6-0" fixed glass / ' t 12 NOVEMBER 1997 i 8.2.5. Door threshold shall be aluminum, supplied with flat head 8.5. screws and expansion shields for ent to masonry floor. 8.5.1 8.3. PRE -ASSEMBLED PERSONNEL DOORS 8.3.1. Pre -assembled personnel doors when specified shall be 3'- 0" x 7-0" x 1-3/4" manufactured from 20 gage zinc - coated (galvanized) steel with Standard White or Bronze baked on primed finish. Doors are insulated Polyurethane 8.6. Core (R 14.5). 8.6.1 8.3.2. Door frames shall be 16 gage zinc -coated (galvanized) steel with Standard White or Bronze baked on primed finish. 8.3.3. Standard lockset shall be one of the following: A. Entry lock with lever handles will be on both sides. Key -in -knob on exterior side and thumb turn push 8.6.2. button on interior side. Shall be Yale AU5307L or Arrow M11 series or equal. Meets ANSI 156.2 series 4000 Grade 2 requirements. B. Mortise lock with lever handles on both sides. Shall be Yale AUE8747 Grade 1 or Arrow B11 series 8.7. Grade 2. "Meets ANSI A 156.13 series 1000 requirements. 8.3.4. Exit device shall be Yale 2000 or Arrow 51200 or equal. 8.3.5. Thresholds are constructed of aluminum alloy #6063-T5 with mill finish. Thresholds are attached to jambs using 8.8. #10 x 1" hex screws. 8.8.1. 8.4. SLIDING DOORS 8.4.1. Standard double sliding doors sizes shall be 12' wide by 101, 12', 14', or 16' high as specified. All sliding doors shall be designed to withstand applicable wind loads. 8.4.2. Doors will be shipped unassembled, complete with bottom guide, lock angles for side closure, hoods to protect the top of doors from weather, four-wheel trolleys, and galvanized track. Doors shall be supported from a structural header by 3/8" bolts on the 2'-0" center. Door panels shall be the Long Span Panel and the color shall be Reflective White. Each door leaf shall have two four-wheel trolleys. They shall be 2-1/8" in diameter and shall be formed from heavy gage steel that has been zinc plated and chromated to resist rust. The wheels shall have hardened steel roller bearings sealed with long lasting lubricants. They shall be as manufactured by the National Manufacturing Company (No. 1050T) or equal. OVERHEAD DOOR FRAMING Overhead doo*ort framing shall be designed to resist applicable wind loads and shall consist of channel jambs with a channel header at the top of the opening, 26 gage steel color coordinated flashing shall be provided to conceal panel edges at the opening unless otherwise specified. GRAVITY VENTILATORS Gravity ridge ventilators shall be manufactured from galvanized steel and painted 'white. The ventilator body shall be 24 gage and the skirt shall be adjustable to match the roof slope. Chain operated damper will be furnished. Ventilators shall be equipped with standard birdscreens and riveted end caps. Ventilators shall be 10' long and have a 9" or 12" throat. 20" round ventilators shall be 24 gage and shall have an adjustable base for ridge mounting or a pitched base for on -sloping mounting. LOUVERS Louvers shall be manufactured from 20 gage zinc. -coated (galvanized) steel, pained white, and shall be self -framing and self -flashing. They shall be equipped with adjustable dampers unless otherwise specified. Nominal size shall be 4'-0" x 4'-0" for Shadow Panels (HFP) walls. SKYLIGHTS Roof skylight panels shall be translucent fiberglass reinforced panels made in the same configuration as the metal panels. They shall be manufactured with a 2 ounce woven fiberglass cloth reinforcement in addition to random stand mat or cut glass fibers for structural strength. They shall meet or exceed applicable requirements of ASTM D 3841-80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 8 ounces per square foot. Impact Test: Skylights shall resist penetration when subject to a 100 pound cylindrical weight with a 5-3/4" diameter (26 square inches) dropped from a height of 70". Flammability rate of material shall be no greater than 2 in/min when tested under ASTM D 635. Coefficient of heat transmission (U -factors) shall be no greater than 0.8 BTU/Hr/Sq. ft. degree F. Available insulated skylights shall have a light transmitting foam sandwiched between a standard weight exterior panel and a 4 ounce nominal weight interior panel. Skylight panels shall be equivalent to STRONGLIGHT panels as manufactured by Lasco Industries, or equal. 13 NOVEMBER 1997 ENGINEERING PROP'FRTIES (STRONGLIGHT : 0t) NOMINAL PROPERTY TEST METHOD VALUE Shear Strength ASTM D 732 11,000 psi Bearing Strength ASTM D 953 A 13,400 psi Tensile Strength ASTM D 638 19,000 psi 8.8.2. Wall sidelight panels shall be translucent fiberglass panels made in the same configuration as the wall panels. They shall meet or exceed applicable requirements of ASTM D3841-80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 6 ounces per square foot. 8.9. INSULATION 8.9.1. Fiberglass Blanket Insulation shall have a minimum density of .85 pcf and shall be available in 2", 3", 4" and 6" thickness'. (Other roof insulation systems are available with thickness up to 12 inches.) Maximum application thickness' are as follows: Standing Seam Roof 6" over purlin with or without rigid foam thermal block Loc -Seam Roof 6" over purlin with or without rigid foam thermal block Long Span Roof 4" over purlin with an additional 2" between purlins Long Span Wall 4" over girt Architectural II Wall 6" over girt 8:9:3. Rigid Foam "'hermal Blocks shall be cut from high density extra lystyrene board stock, having a UL 25 flame spread rM. Thermal Blocks shall have a minimum thickness of 3/4 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.9.4. Foil -faced rigid insulation (Thermax®) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thickness' from 1/2" to 3". Rigid insulation shall be Thermax by Celotex or approved equal. 8.10. ROOF CURBS 8.10.1. Roof curbs shall be manufactured from minimum 18 gage AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diver -ter. The minimum curb height shall be 8". 8.11. PIPE FLASHING 8.11.1. Pipe flashing shall be of a one piece construction and fabricated from an EPDM membrane and shall have an aluminum base that can be field conformed to any panel configuration. Pipe flashings shall be flexible for mounting on any roof slope. Service temperature ranges shall be -30*F to +250°F. Three standard flashing sizes shall accommodate pipe sizes from 1/4" diameter up to 13" diameter. 8.9.2. Fiberglass Insulation Facings shall be laminated on one side with one of the facings as shown in chart below. Facings other than those shown in the chart below are 9' available upon request. FACINGS WHITE WMT WMP FSK WM COLOR VINYL, -VR -10 P -F Flame Spread'* 25 10* 10* 5* 10* Perm Rating 1.0 .09 .02 .02 .02 Service Temp. Min 00 -400 -400 -400 -400 *All laminated or composite flame spreads are 25. The white vinyl flame spread rating is only available based on composite testing. ERECTION AND INSTALLATION The erection of the metal building and the installation of accessories shall be performed in accordance with the American Buildings Company's erection manuals and the building erection drawings. The erection shall be performed by a qualified erector using proper tools and equipment. In addition, erection practices shall conform to Section 6, Common Industry Practices found in the "Low Rise Building Systems Manual," MBMA 1996. There shall be no field modifications to primary structural members except as authorized and specified by American Buildings Company. NOVEMBER 1997 14 10. BUILDING ANCHORAC -P ND FOUNDATION • The building anchor bolts shall resist the maximum column reactions resulting from the specified combinations of loadings. The quantities and diameters shall be specified by American Buildings Company. Anchor bolt embedment designs and the anchor bolts are to be supplied by others, NOT American Buildings Company. Anchor bolt embedment and foundations shall be adequately designed by a qualified foundation engineer to support the building reactions and other loads which may be imposed by the building use. The design shall be based on the specific soil conditions of the building site. The foundation engineer shall be retained by other than American Buildings Company. American Buildings Company assumes no responsibility of the integrity of the foundation. 11. WARRANTIES American Buildings Company offers a variety of warranties for panel coatings, roof systems weather -tightness, purchased products, and manufactured materials. For specific warranty details and costs refer to the American Buildings Company Warranty Manual or contact American Buildings Company at 334-687-2032. 15 NOVEMBER 1997 7.1.2. Abrasions caused by handling after .painting are to be expected. Primer shall be furnish touch-up these areas by the contractor performing ouch -up or field painting as specified in the contract documents. 7.2. LONG, LIFE COATED PANELS 7.2.1. Base Metal shall be 26 or 24 gage G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.2.2. Prime Coat: The base shall be pretreated and then primed with an epoxy or urethane type primer for superior adhesion and superior resistance to corrosion. The dry film thickness shall be 0.2 mils. 7.2.3. Exterior Coat: After priming, the exterior side shall be given a Long Life coating, baked in excess of 500°F to a controlled dry film thickness of 0.7 to 0.8 mils. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: TEST TEST METHOD PERFORMANCE Specular Gloss ASTM D 523 25-35 degrees on a std, amer 60 deg. Dry Film Hardness ASTM D 3363 Q.U.V. Weatherometer ASTM G 53 Humidity Resistance ASTM D 2247 Salt Spray Resistance ASTM B 117 Reverse Impact ASTM D 2794 Microbial Attack ASTM G 22 meter F -2H Passes 300 hours, no objectionable color change, chalking or blistering Passes 1000 hours Passes 750 hours Passes, No Removal .Passes 7.2.4. Interior Finish: The interior finish shall have a parchment polyester top coat over an epoxy or urethane primer. Thi dry film thickness shall be 0.3 mils. 7.3. PREMIUM 70 PLUS COATED PANELS weatherability shall be evident whent TEST and resistance to coating deterioration to the following tests: 0 TEST METHOD PERFORMANCE Specular Gloss ASTM D 523 Low Gloss, 5-10 at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 65 liters Chemical Resistance ASTM D 1308 Excellent/No Removal Salt Spray ASTM B 117 Passes 1000 hours Resistance Humidity Resistance ASTM D 2247 Passes 1000 hours Color Retention ASTM D 2244 No objectionable change. max. 4 Delta E units (Hunter) Color Change Chalk Resistance ASTM D 659 No objectionable change. Minimum rating of 9 7.3.1. Base Metal shall be 26 or 24 gage G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.3.2. Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be .25 mils minimum. 7.3.3. Exterior Coat: After priming, the exterior side shall be given a finish coat of 70% minimum Kynar 5000 (PVDF) formulation. The dry film thickness of the top coat shall be .90 mils minimum. The total dry film thickness shall be 1.05 mils minimum. Excellent 7.3.4. Roof panels with the Premium 70 Plus finish must have minimum 1/2:12 roof slope to qualify for Material Warranty. Interior Finish: The interior finish shall have a parchment polyester top coat or backer over an epoxy, urethane, or water base primer. The dry film thickness of the backer shall be .4 mils minimum. 7.4. PREMIUM 70M COATED PANELS 7.4.1. Base Metal shall be 26 or 24 gage G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.4.2. Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be .4 mils minimum. 7.4.3. Exterior Coat: After priming, the exterior side shall be given a finish coat of a 70% minimum Kynar 5006 (PVDF) formulation. The dry film thickness of the top coat shall be 1.0 mils minimum. The total dry film thickness shall be 1.4 mils minimum. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: NOVEMBER 1997 11 TEST unit is availal-ie. They shall be furnished with a 5/8" TEST METHOD i �RNIANCE insulated glL a polyurethane thermal barrier. Specular Gloss ASTM D 523 Medium Gloss, 30-40 8.2. PERSONNEL DOORS at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal 8.2.1. Standard personnel doors shall be 3'-0" x 7'-0" and 1-3/4" Direct Impact ASTM D 2794 Excellent/No Removal manufactured from 20 gage zinc -coated (galvanized) Doors shall have a textured finish and shall be Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 100 liters steel. painted white. Doors shall meet Federal Specification Chemical Resistance ASTM D 1308 Excellent/No Removal RR -D -575b and Commercial Standards CS -242-62 and Salt Spray Resistance ASTM B 117 Passes 1000 hours PS4-66. Doors shall be one of the following: Humidity Resistance ASTM D 2247 Passes 2000 hours A. Steelcraft SLT-20-4 (honey comb core) or equal Color Retention ASTM D 2244 No objectionable B. Ceco Omega 20 (honey comb core) or equal change. Max. 4 Delta C. Ceco Versa 20 (urethane foam core) or equal E units (Hunter) Color 1. Doors shall have square edges for non -hand Change Chalk Resistance ASTM D 659 No objectionable installation. 2. Doors shall be flush and have vertical mechanical change. Minimum interlocking seams on both hinge and lock edges. rating of 9 3. Doors shall be provided with top and bottom inverted 16 gage galvanized steel channels spot welded within Roof panels with the Premium 70M finish must have a minimum the door. 1/2:12 roof slope to qualify for Material Warranty. 4. Doors "A" and "B" shall be reinforced, stiffened, and sound deadened with impregnated kraft honey. comb 7.4.4. Interior Finish: The interior finish shall have a parchment core completely filing the inside faces of the door polyester top coat or backer over an epoxy, urethane, or and laminated to the inside faces of the panels. water base primer. The dry film thickness of the backer 5. Door "C" shall be filled with a rigid urethane core shall be .4 mils minimum. foamed in place and chemically bonded to the interior. 8.. Accessories 6. Doors shall be reinforced for applicable hardware. 8.2.2. Door frames shall be 16 gage zinc -coated (galvanized) 8.1. WINDOWS steel, prepainted white and shall be one of the following: 8.1.1. Standard windows shall be horizontal slide units with a A. Steelcraft MU -16 series having a jamb depth of 5 - bronze finish, T-0" x Y-0" and 4'-0" x T-0" in 3/4" with an 18 gage jamb retainer. B. Ceco MBF -8 series having a jamb depth of 8". Architectural and Long Span Panel Walls, and 4'-0" x 3'_ 0" in Shadow Panel Walls. They shall be furnished 1. Door jambs shall be constructed for non -hand complete with 7/16" hermetically sealed double glass, installation. hardware, an half screen. Windows shall be self -flashing 2. Door frame "A" shall have factory applied weather - to American Buildings Company's wall panels. They stripping. shall conform to ASI A134.1 and shall be certified by 3. Door frame "B" shall have weather-stripping Architectural Aluminum Manufacturers Association for provided for field installation. high performance commercial construction, HS -B2 -HP. 4. Door frames shall be provided with 4-1/2" x 4-1/2" hinges and reversible strike plate. Door frame "A" 8.1.2. Narrow Light Windows shall be wall units T-0" x 7' shall have hinges pre -welded to the frame. having dark bronze aluminum frames 1-3/4" x 4" and 1" solar bronze annealed insulated glass. The glazing stop 8.2.3. Standard locksets shall be one of the following: shall snap on using stainless steel spring clips. There A. Yale CRE 8722 mortise lockset, US26D finish, or shall be no exposed screws on the Glazing Bead. The equal. glass shall be set against the fin using Butyl Tape and B. PDQ SW182PAT260 cylindrical lockset or equal. sealed on interior and exterior with silicone to insure a water -tight seal and to enable truck shipment without 8.2.4. Exit devices shall be one of the following: danger or glass slippage. A. Yale 7100 Styline series rim device with a stainless steel finish. 8.1.3. The Thermal Barrier Windows shall be horizontal slide B. Yale 2100 rim device with a SB finish. units with a bronze finish. They are available in T-0" x T-0", 4'-0" x 4'-0" and 6-0" x T-0" size that are self flashing to American Buildings Company's Longspan and Architectural II wall panels. A T-0" x 6'-0" fixed glass r ' ' NOVEMBER 1997 12 J 8.2.5. Door threshold shall be aluminum, supplied with flat head 8.5. screws and expansion shields forent to masonry floor. W 8.5.1 8.3. PRE -ASSEMBLED PERSONNEL DOORS 8.3.1. Pre -assembled personnel doors when specified shall be T- 0" x 7'-0" x 1-3/4" manufactured from 20 gage zinc - coated (galvanized) steel with Standard White or Bronze baked on primed finish. Doors are insulated Polyurethane 8.6. Core (R 14.5). 8.6.1. 8.3.2. Door frames shall be 16 gage zinc -coated (galvanized) steel with Standard White or Bronze baked on primed finish. 8.3.3. Standard lockset shall be one of the following: A. Entry lock with lever handles will be on both sides. Key -in -knob on exterior side and thumb turn push button on interior side. Shall be Yale AU5307L or 8.6.2 Arrow Mll series or equal. Meets ANSI 156.2 series 4000 Grade 2 requirements. B. Mortise lock with lever handles on both sides. Shall be Yale AUE8747 Grade 1 or Arrow B l l series 8.7 Grade 2. . Meets ANSI A 156.13 series 1000 requirements. 8.3.4. Exit device shall be Yale 2000 or Arrow S1200 or equal. 8.3.5. Thresholds are constructed of aluminum alloy #6063-T5 with mill finish. Thresholds are attached to jambs using 8.8. #10 x 1" hex screws. 8.4. SLIDING DOORS 8.4.1. Standard double sliding doors sizes shall be 12' wide by 101, 12', 14', or 16' high as specified. All sliding doors shall be designed to withstand applicable wind loads. 8.4.2. Doors will be shipped unassembled, complete with bottom guide, lock angles for side closure, hoods to protect the top of doors from weather, four-wheel trolleys, and galvanized track. Doors shall be supported from a structural header by 3/8" bolts on the T-0" center. Door panels shall be the Long Span Panel and the color shall be Reflective White. Each door leaf shall have two four-wheel trolleys. They shall be 2-1/8" in diameter and shall be formed from heavy gage steel that has been zinc plated and chromated to resist rust. The wheels shall have hardened steel roller bearings sealed with long lasting lubricants. They shall be as manufactured by the National Manufacturing Company (No. 1050T) or equal. OVERHEAD DOOR FRAMING Overhead doosport framing shall be designed to resist applicable wind loads and shall consist of channel jambs with a channel header at the top of the opening, 26 gage steel color coordinated flashing shall be provided to conceal panel edges at the opening unless otherwise specified. GRAVITY VENTILATORS Gravity ridge ventilators shall be manufactured from galvanized steel and painted white. The ventilator body shall be 24 gage and the skirt shall be adjustable to match the roof slope. Chain operated damper will be furnished. Ventilators shall .be equipped with standard birdscreens and riveted end caps. Ventilators shall be 10' long and have a 9" or 12" throat. 20" round ventilators shall be 24 gage and shall have an adjustable base for ridge mounting or a pitched base for on -sloping mounting. LOUVERS Louvers shall be manufactured from 20 gage zinc. -coated (galvanized) steel, pained white, and shall be self -framing and self -flashing. They shall be equipped with adjustable dampers unless otherwise specified. Nominal size shall be 4'-0" x 4'-0" for Shadow Panels WP) walls. SKYLIGHTS 8.8.1. Roof skylight panels shall be translucent fiberglass reinforced panels made in the same configuration as the metal panels. They shall be manufactured with a 2 ounce woven fiberglass cloth reinforcement in addition to random stand mat or cut glass fibers for structural strength. They shall meet or exceed applicable requirements of ASTM D 3841-80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 8 ounces per square foot. Impact Test: Skylights shall resist penetration when subject to a 100 pound cylindrical weight with a 5-3/4" diameter (26 square inches) dropped from a height of 70". Flammability rate of material shall be no greater than 2 in/min when tested under ASTM D 635. Coefficient of heat transmission (U -factors) shall be no greater than 0.8 BTU/Hr/Sq. ft. degree F. Available insulated skylights shall have a light transmitting foam sandwiched between a standard weight exterior panel and a 4 ounce nominal weight interior panel. Skylight panels shall be equivalent to STRONGLIGHT panels as manufactured by Lasco Industries, or equal. 13 NOVEMBER 1997 ENGINEERING PRO""' TIES N (STROGLIGHT " jwt) NOMINAL PROPERTY TEST METHOD VALUE Shear Strength ASTM D 732 11,000 psi Bearing Strength ASTM D 953 A 13,400 psi Tensile Strength ASTM D 638 19,000 psi 8.8.2. Wall sidelight panels shall be translucent fiberglass panels made in the same configuration as the wall panels. They shall meet or exceed applicable requirements of ASTM D3841-80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 6 ounces per square foot. 8.9. INSULATION 8.9.1. Fiberglass Blanket Insulation shall have a minimum density of .85 pcf and shall be available in 2", 3", 4" and 6" thickness'. (Other roof insulation systems are available with thickness up to 12 inches.) Maximum application thickness' are as follows: Standing Seam Roof 6" over purlin with or without rigid foam thermal block Loc -Seam Roof 6" over purlin with or without rigid foam thermal block Long Span Roof 4" over purlin with an additional 2" between purlins Long Span Wall 4" over girt Architectural II Wall 6" over girt 8.9.3. Rigid Foam dermal Blocks shall be cut from high density extra,lystyrene board stock, having a UL 25 flame spread r� Thermal Blocks shall have a minimum thickness of 3/4 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.9.4. Foil -faced rigid insulation (Thermax®) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thickness' from 1/2" to 3". Rigid insulation shall be Thermax by Celotex or approved equal. 8.10. ROOF CURBS 8.10.1. Roof curbs shall be manufactured from minimum 18 gage AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diverter. The minimum curb height shall be 8". 8.11. PIPE FLASKING 8.11.1. Pipe flashing shall be of a one piece construction and fabricated from an EPDM membrane and shall have an aluminum base that can be field conformed to any panel configuration. Pipe flashings shall be flexible for mounting on any roof slope. Service temperature ranges shall be -30°F to +250°F. Three standard flashing sizes shall accommodate pipe sizes from 1/4" diameter up to 13" diameter. 8.9.2. Fiberglass Insulation Facings shall be laminated on one side with one of the facings as shown in chart below. 9 Facings other than those shown in the chart below are available upon request. FACINGS WHITE WMT WMT FSK WM COLOR VINYL -VR -10 P -I' Flame Spread* 25 10* 10* 5* 10* Perm Rating 1.0 .09 .02 .02 .02 Service Temp. Min 00 -400 -400 -400 -400 *All laminated or composite flame spreads are 25. The white vinyl flame spread rating is only available based on composite testing. ERECTION AND INSTALLATION The erection of the metal building and the installation of accessories shall be performed in accordance with the American Buildings Company's erection manuals and the building erection drawings. The erection shall be performed by a qualified erector using proper tools and equipment. In addition, erection practices shall conform to Section 6, Common Industry Practices found in the "Low Rise Building Systems Manual," MBMA 1996. There shall be no field modifications to primary structural members except as authorized and specified by American Buildings Company. 1 �' a:� _• �l_►I • NOVEMBER 1997 14 10 . BUILDING ANCHOR A(-�' , ND FOUND�ATION The building anchor bolts shall resist the maximum column reactions resulting from the specified combinations of loadings. The quantities and diameters shall be specified by American Buildings Company. Anchor bolt embedment designs and the anchor bolts are to be supplied by others, NOT American Buildings Company. Anchor bolt embedment and foundations shall be adequately designed by a qualified foundation engineer to support the building reactions and other loads which may be imposed by the building use. The design shall be based on the specific soil conditions of the building site. The foundation engineer shall be retained by other than American Buildings Company. American Buildings Company assumes no responsibility of the integrity of the foundation. 11. WARRANTIES American Buildings Company offers a variety of warranties for panel coatings, roof systems weathertightness, purchased products, and manufactured materials. For specific warranty details and costs refer to the American Buildings Company Warranty Manual or contact American Buildings Company at 334-687-2032. 15 NOVEMBER 1997 BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT RM Date: 01 k AP#: . 1 m y� 5 Owner:l� p� Owner: Address: � City zip: CA((S CA Coni laintIT"Iolatiolz Locatioli• General Plan: Zoning: I Supervisorial District #: ': LD 01 I G() P c� .� � � • v'V �� ti 1 Cii� TYPE: { } Building { } Health { } Planning { } Housing .` Complaint Taken By: COMPLAINT: ��. V v r W►� le2 Uri'nn A Aiejt 1 br- � W),N)SL . ibLu S L -L Permit history on Fife[ } None { } See Attached Tenant: INSPECTOR'S REPORT Address: Y Y —KNM Caution: { )Yes Why: Description of Violation: ^ 6vt eat d, o4 cc pe. -;,�,� Approx. Size of Bldg/MH: { } Occupied Has Electricity { } Yes { } Vacant Has Sanitation { } Yes Under Construction { } Yes { } No Hazards: { } No { } Yes (explain) _ Person Contacted: Approx. Age of Bldg/MH: { } No Has Gas/Propane { ) Yes { } No { } No Obvious Sewage Problems { ) Yes { } No Built by/for { } Present Owner { } Previous Owner Describe Action Taken: INSPECTO ST ATTACH A COPY OF THE CORRECON NOTICE!! Inspecto Date: rzz/ o— ACTION RECOMMENDED { } Information Only, File { ) Hold for Days { Complaint Unfounded { } Other { } Resolved per Inspector's Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public! ! v, ► H.'. t DO NOT COPYFOR THE PUBLIC OR THE FIELD INS'PECTORI ! The following information is required for Housing Complaints'and the i Complainant MUST BE the person living at the complaint address! Complainant: • Address: CZ Phone Number: The above information is not available to the public! ! r ! r r (2) Kele0ge No. KUUL`Jt3 DIM -A7 VARY) - V-474D.64 SAVE STRUT GIRT DIM "A cm STD. VARY) F rwl (6) STRUCTURAL FASTENERS ----'--------------------------------------------------- --------- , i 812X1 SDHH EAVE STRUT a 0 1 IRT GIRT GIRT GIRT 2X1 STRUCTURAL FASTENERS GIRT E6 /4 DHH DOOR HEADER DOOR HEADER 0 0 0 1 M Fib M ( 4 5/8" 11.74 cm CD C) C) CLIP i) CLIP CL-3 1/8 x x - - ---- - CL-3 C'1 U O FIELD CUT GIRTS s FIELD CUT GIRTS = 0.32cm 116 FOR FIELD LOCATED FOR FIELD LOCATED FRAMED OPENINGS o DOOR JAMB FRAMED OPENINGS p DOOR JAMB BASE ANGLE BASE ANGLE II 1 STRUCTURAL BOLTS BASE ANGLE (VARIES) BASE ANGLE (VARIES) STRUCTURAL BOLTS 1/2'0 X 1 1/4" A325 (VARIES) (VARIES) 1/70 X 1 1/4" A325 --------- -------------- -'------ --'--------- l JAMB JAMB DOOR WIDTH I I DOOR WIDTH I BUTTON HEAD BOLTS REQUIRED AT STRIP WINDOW FRAMED OPENING KEY OFOA FRAMED OPENING JAMB TO EAVE STRUT KEY OFOB (JAMB TO GIRT CONNECTION FOF011 JAMB TO EAVE STRUT CONNECTION OF06 JAMB TO GIRT CONDITION I AA I AA ' AA i I AA SAVE STRUT (6) STRUCTURAL FASTENERS CIP C- (17 JAMBS) SAFETY PMCCAVf101t 1 0o rnr E4WsnpM on ane 0M >wu calls rRE souls FAw6: m AWA FOR JAMB CLIP ATTACHMENT m t1U MAIRf.ruM wr RESULT w A s A SCRgUs eiAJR9. 812%1 1/4 SDHH 1111 ,IAMB 7.30cm 2 7/8" (8" JAMBS) r_i FASTENERS ' i 8.57cm 3 3/8' (9 1/2' JAMBS)STRUCTURAL 7/8" JAMB CL3 FOR GIRT ATTACHMENT TO EAVE STRUT i i lSTRUCTURAL j1/70 JCLLL-310 BOLTS % 1 1/4" A325 9.84cm 3 (17 JAMBS) 0.32cCL-10 'Li'-0" ( ) 17 JAMBS812X1 1/4 SDHH O.C. STAGGERED i i - 1 LIP 2.22cm 1/2-0 ANCHOR BOLTS 30.48cm O.C. STAGGERED l l HEADER 7 8"U JAMBS J/g' GIRT (( )8 (91/YBS9. (BY OTHERS) i 4 5/8" 11.74cm i 000 RUN GIRT FULL BAY LENGTH AND ((2 PLACED BACki TO BACK FOR 17 JAMBS) j O o 0 0 i 000 ATTACH TO EAVE STRUT BRACKET v BUTTON HEAD BOLTS ° BASE ANGLE o FIELD NOTCH ( ) IN ORDER TO REINFORCE EAVE w BUTTON HEAD BOLTS 1/2"0 X 1" O STRUT AT FRAMED OPENING. O = 1 70 X 1" A307 / 0 0 CLIP i i z i i l /70 XR1L 1/4`T A325 CL-3 Z ASTENERS a I 1/4 DHHUICTURAL STRUCTURAL BOLTS p ' 1/2'0X 1 1/4" A325 FRAMED OPENING JAMB ------------------------- _______________________1/2"0 � l � l JAMB JAMB SQUEEZE CLIP WALL PANEL FIELD CUT AND FIELD DRILL GIRT JAMB L-7 JAMBS) CL-8 1/Y JAMBS) AT FIELD LOCATED FRAMED OPENINGS CL-9 PIP.CED BACK TO BACK r R 17 JAMBS) JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT OF06A HEADER TO JAMB CONNECTION OF21 1 GIRT TO JAMB CONNECTION OF16 JAMB BASE CONNECTION OF11 AA AA 1 AA I AA A EDGE OF _ --------- - SLAB GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS 3 Cm2--- f- 2 1/2 cm5 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND CIRTS AS' s' REQUIRED. 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD CUTTING. A 1 3/ R WIDTH 1 3/8" 3.49 cm 3.49 cm ODOR WIDTH + 2 4'" 2. MAXIMUM HEIGHT OF DOOR IS 2'-0" LESS THAN EAVE HEIGHT. 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. DOOR WIDTH +5.99 cm 9 TYPICAL ANCHOR BOLT LAYOUT 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. 8• 4. JAMBS MUST BE LOCATED A MINIMUM OF i'-O" FROM CENTER UNE OF COLUMNS. ' 20.32 cm 2 I2_. 3" 6.35cm 7.62cm 1" 2.54cm FINISH FLOOR 1/7 1.27cm FINISH GRADE ,j,...... FqL-112`0 ANCHOR BOLTS 1 (NOT BY A.B.C.) 1 SECTION "A-A7 } FRAMED OPENING ANCHOR BOLT DETAIL OF61 FIELD LOCATED FRAMED OPENING NOTES FOF911 SHOP LOCATED FRAMED OPENING NOTES AA AA I AA SCALE: DATE OVERHEAD DOOR FRAMING DETAILS EUFAULA ALUMNA DRAWN BY: 1 cxecxED BY: 1 REVISED OFi6/A4, OFO6/AA REMOVED OF93/PA KMG THG 2-98 DESIGN APP'D BY: DRAWING REV.NO. NUMBER WA O-1.1 R% momomm NO. REVISION MADE CK-D. I DATE N0. REVISION MADE CK'D. DATE NO. REVISION MADE D. DATE ISSUED: 12-1-97 Kele0ge No. KUUL`Jt3 SAFELY PfEC/JlfgIt WMKVM 5"0= ALPACM ll*IE" K"DUR SURFACES MM SW1IA DOOR WIDTH HEAD FLASHING SCHEDULE HEAD COVER FLASHING SCHEDULE B' HEADERS 9 1/7' HEADERS 8'-0' 1 PIECE FDH2-B'-r 1 PIECE FOCFB-8'-S 1 PI CE FOCF95-3'-b' 10' -fl 1 PIECE FDH2-10'-Y 1 PIECE FOCFB-10'-6' 1 PIECE FOCF95-10'-6' 12'-0' 1 PIECE FDH2-12'-Y 1 PIECE FOCF8-12'-6" 1 PIECE FOCF95-12'-6' COVER FLASHING (OPRONAL) 1 PIECE FDH2-14'-3' 1 PIECE FOCFB-14'-6' 1 PIECE FOCF95-14'-G 16'-0' 2 PIECE FDH2-8'-S 2 PIECE FOCFB-B'-6' 2 PIECE FOCF95-8'-6' 18' -Cf 2 PIECES FDH2-9'-S OAB 2 PIECES FGCF95-9'-6' 20'-0' 2 PIECES FDH2-10'-3- 2 PIECES FOCFB-10'-6' 2 PIECES FOCF95-10'-6' 22'-O• 2 PIECES FDH2-11'-S 2 PIECES FOCFB-11'-6' O CD CD STRUCTURAL BOLTS FOCFB-LENGTH FOR r JAMBS JAMB COVER FLASHING (OPTIONAL) ' i I 1/Y0% 1 1/4� A325 FOCF95-LENGTH FOR 9..T JAMBS FOCFB-LENGTH FOR Ir JAMBS JAMB i FOCF95-LENGTH FOR 9.5' JAM85 ' HEAD FLASHING { I WALL FASTENER ' FIELD SLR PANELS 0i2fi i i HEADER #12 X 1 1/4 SDHCW WALL FASTENER AND SLIDE HEAD i i 2'-C1' O.C. SOHCW FLASHING BEHIND I O O O I 2'-0'X O.C. PANELS w JAMB FLASHING ` (SEE OT92/AB) J15-lEN SSA B FLASHING (SEE OLE AB . JAMB FLASHING o I BUTTON HEAD BOLTS FJ15B-LENGTH c I ' I 1/YO % 1' A307 . WALL PANEL HEAD FLASHING WALL PANEL FINISHED i I COVER FLASHING (OPTIONAL) WALL PANEL FLOOR I JAMB • LONGSPAN WALL PANEL SHOWN i MULTI -RIB PANEL SIMILAR DOOR WIDTH _I 0 21 SECTION THRU FRAMED OPENING JAMB OT26 SECTION THRU FRAMED OPENING JAMB OT26_ SHEETING AND FLASHING ELEVATION OTOA SECTION A -A AB ARCHITECTURAL PANEL WALLS AC LONGSPAN / ARC II PANEL WALLS AB _I AB LONGSPAN OR MULTIRIB PANEL WALLS 1 DOOR WIDTH HEAD FLASHING SCHEDULE HEAD COVER FLASHING SCHEDULE B' HEADERS 9 1/7' HEADERS 8'-0' 1 PIECE FDH2-B'-r 1 PIECE FOCFB-8'-S 1 PI CE FOCF95-3'-b' 10' -fl 1 PIECE FDH2-10'-Y 1 PIECE FOCFB-10'-6' 1 PIECE FOCF95-10'-6' 12'-0' 1 PIECE FDH2-12'-Y 1 PIECE FOCF8-12'-6" 1 PIECE FOCF95-12'-6' 14'-0' 1 PIECE FDH2-14'-3' 1 PIECE FOCFB-14'-6' 1 PIECE FOCF95-14'-G 16'-0' 2 PIECE FDH2-8'-S 2 PIECE FOCFB-B'-6' 2 PIECE FOCF95-8'-6' 18' -Cf 2 PIECES FDH2-9'-S 2 PIECES FOCFB-9'-E 2 PIECES FGCF95-9'-6' 20'-0' 2 PIECES FDH2-10'-3- 2 PIECES FOCFB-10'-6' 2 PIECES FOCF95-10'-6' 22'-O• 2 PIECES FDH2-11'-S 2 PIECES FOCFB-11'-6' 2 PIECES FOCF95-11'-G DOOR HEIGHT B'-0' DOOR JAMB FLESHING SCHEDULE ARCHITECTURAL LONGSPAN AND MULTI -RIB 2 PIECES FJ158-8'-1 1 Y 2 PIECES FJ75-8'-1 1/2" 10'-0" 2 PIECESFJ158-10'-1 1 Y 2 PIECES FJ15-10'-1 1/2-- 12'-0' ' 2 PIECES FJ15B-12'-1 t Y 2 PIECES FJ15-12'-1 1/2- Y14-0' 14 -Cr 2. PIECES FJ158-14'-1 1/2- 2 PIECES FJ15-14-1 1/2- Y16'-0' 16-0' 4 PIECES FJ158-8'-1 1/2- 4 PIECES FJ15-8'-1 t Y 18-0' 4 PIECES FJ15B-9'-1 1/2' 1 4 PIECES FJ15-9'-1 1 Y 20'-0' 4 PIECES FJ15B-10'-1 1 Y 4 PIECES FJ15-10'-1 1/7- /Y22-Cl 22-d' 4 PIECES FJ158-11'-1 1/Z— 1 Y 4 PIECES FJ15-11'-1 1/2 - DOOR HEIGHT JAMB COVER FANG SCHEDULE Ir JAMBS 9 1/Y JAMBS 8' -Cf 2 PIECES FOCF8-8'-0• 2 PIECES FOCF95-8'-0' 10'-0' 2 PIECES FOCFB-10'-0" 2 PIECES FOCF95-10'-O' 12'-0' 2 PIECES FOCFB-12'-0' 2 PIECES FOCF95-12'-Cl 14'-O• 2 PIECES FOCFB-14'-0' 2 PIECES FOCF95-14'-0' 16'-0' 4 PIECES FOCFS-8'-1 172" 4 PIECES FOCF95-8'-1 1/Y 18-0' 1 4 PIECES FOCF8-9'-1 1 Y 4 PIECES FOCF95-9'-1 1/2- I20'-0' 4 PIECES FOCF8-10'-1 t Y 1 4 PIECES FOCF95-10'-1 1 Y 22'-O' 4 PIECES FOCF8-11'-1 1/7- 1 4 PIECES FOCF95-11'-1 1/7 HEAD AND HEAD COVER FLASHING SCHEDULE OT9.1 JAMB AND JAMB COVER FLASHING SCHEDULE OT92 ARCHITECTURAL, LONGSPAN AND MULTI -RIB PANEL WALLS AB ARCHITECTURAL. LONGSPAN AND MULTI -RIB PANEL WALLS AB t I i SCALE: DATE DRAWN BY: 3iDrsUL CBECKED BY: OVERHEAD DOOR FLASHING DETAILS DESIGN APP'D BY: DRAWING RSY.NO. Tq.Wv - 112-1-971 NUMBER ' WAD -2.D p _ -_ � v ��• WINDOW OPENING: 1. SHEET WALL IN NORMAL MANNER. CUT WINDOW OPENING AFTER WALL PANELS ARE ERECTED. WINDOW FRAMING SCHEDULE 2. AT DESIRED WINDOW LOCATION, CUT CPENING AS SHOWN BELOW AND ON WNOt. GIRT WINDOW INSTALLATION: WINDOW GIRT JAMB SILL WINDOW 1 OPENING SIZE I WINDOW OPENING SIZE 1. SLIDE THE JAMB EXTENSION (HW -595 FOR ARC2 .OR HW -597 FOR ISP) INTO THE CORRECT SIZE DEPTH 1 WINDOW 2 WINDOWS 3 WINOOWWS SIZE A B C SIZE A B C GROOVES ALONG THE OUTSIDE OF ME WINDOW JAMBS (TYPICAL SECTION THRV JAMBS). 3' x 3' B• OJBOC6-6.10 1/2 OH80C6-2.1O 1 2 DHBOCB-5.10 1 2 DHSOC6-8.10 1 2 3' X 3' 2'-lO' S'-10• 8'-1(l 4' X 4' 3'-10• 7'-10• 11'-1(i 2. INSERT WINDOW INTO OPENING. BOTTOM FIRST, FROM INSIDE OF BUILDING. �. SECURE WINDOW IN THE OPENING WITH WALL FASTENERS AT 1'-d ON CENTER ALONG 3' X 3' 9 1 7 DJ95C5-6.10 1/2 0N95C5-2.10 1 2 DH95C5-5.10 1 2 DH95C5-8.10 1 4' X 3' 3'-1Tl 7'-10• 11'-10• 6' X 4' S' -i0• 11'-1O' JAMBS AS SHOWN (TYPICAL SECTION THRU JAMBS • SECURE WINDOW SILL WITH WALL 4' 3' 6 0.1BOC6Q4950=fi.10 1 2 DH95C5-3.10 1 2 DH95C5-710 1 2 DH95C5-11.10 1 2 FASTENERS AT 1'- O.C. AND WINDOW HEAD WALL FASTENERS AT I'-lY O.C. AS Z 1R 80 t SHOWN (TYPICAL SECTION THRU HEADER AND SILL7. AT MULLED JAMBS. STITCH JAMB 4' X 4' 0.1BOC6-6.10 1 2 OHBOC6-3.10 1/2 DH -7.10 142 pH80Cfi-11.10 1 2 DTTENSIONS TOGETHER AS SHOWN (TYPICAL SECTION THRU MULLION). + O + a• 1 -fi DH95C5-3.10 H95C5-7.10 1 DH95C5-11 1 1 4. CAULK WINDOW AT HEADER, SILL AND JAMBS AS REQUIRED TO WEATHER PROOF. S. INSTALL SNAP -IN JAMB TRIM AS SHOWN AFTER WINDOW INSTALLATION IS COMPLETED. JAMB A2 0 z F 6' % 4' 8" DJBOC6-6.10 1 2 DM80C6-5.10 1 2 DH95C5-11.10 1 TRIM AT MULLED WINDOWS MUST BE INSTALLED BEFORE JAMB EXTENSIONS ME FASTENED 3a a• 1 9 -fi H95C5-5. 0 1 H95C5-it 10 1 TOGETHER. o w 6. IF FILMING IS REQUIRED, INSTALL AND SECURE WINDOW IN WALL AS IN STEPS I THRU 3 = WINDOW •C DIMENSION 5 ABOVE BFFOfff INSTAWNG FRAMING. SUPPORT WALL PANELS BELOW WINDOW SILL AS REQUIRED UNTIL FRAMING INSTALLATION R COMPLETE ATTACH WALL PANELS BELOW SIZE 1 WINDOW 2 WINDOWS 3 WINDOWS i WINDOW SILL AS SHOWN IN DETAIL WNO2/A 1? 3' X 3' 2'-10 1 5'-10 '4z- B'-10 1 NOTES: 4' X 3'7'-f 0' 1 11'-10 1 7 I. WINDOW IS SELF FRAMING WHEN INSTALLED AT PANEL LOCATION SHOWN. ANY OTHER ^ 4' X 4' 3'-10 1 7'-10 14z. 11-10 1IT LOCATION WILL REQUIRE FIELD MODIFICATIONS AS REQUIRED WITH SPECIAL FLASHING SILL6' % 4' 5'-10 1 11'-10 1 FURNISHED BY OTHERS. GIRT I I i. WINDROW DOW PANELS AR[ NSuuTBRONZE ciASS. I I 4. WINDOW SIZES: + I •� 1? NDOW AB JAMB I r I e I v I v x 3•Ru 9 3 IF BASE ANGLE I 4' % 4' (VARIES), Lj 6 X 4 fig /71 487 I O I 5. MULLED WINDOW FLASHING (MWF-) REQUIRED ONLY AT MULLED WINDOWS. !;t _ __________ _________ o NDOW MULLED WINDOW FLASHING INDOW MULLED WINDOW FLASHING • NOTE I z I I I "G. DIMENSION I 1. FRAMING IS NOT REQUIRED FOR BUILDINGS WITH 3'-6" INTERMEDIATE GIRTS. I I -2 4 - -4 r 2. SEE FRAMING SCHEDULE FOR APPROPRIATE MARK NUMBERS. 4' X 3•I MWF -3 1 MWF -4 6' % 4• MWF - 6. SUB FRAMING NOT REQUIRED WITH X-4' (ELEV.) GIRT.IN 1111 ' WINDOW INSTALLATION PROCEDURES WND3 WINDOW SUB -FRAMING KEY OFOE AA 1• A ONE WINDOW 1• i• 1 ARCHITECTURAL AND LONGSPAN WALLS AA It PANEL rt PANEL PANEL. PANEL RIB RIB RIB RIB B O WINDOWS GIRT I C REE WINDOWS WALL PANEL JAMB (6) STRUCTURAL FASTENERS OPENING DETAIL /text SOHH STRUCTURAL BOLTS (TYP.) INSIDE CLOSURE WALL FASTENER 1/2'0 X 1 1/4• A325 #12 X 1 1/4 SOHCW CUP MULLED WINDOW 1'-T O.C. CL -3 FLASHING GIRT CL -10 (12• JAMBS) O (] 4 5/9• 0 0 0 FINISHED FLOOR SLIDE IN JAMB EXTENSION WINDOW HEAD ._ CD O O HW -597 to CUP BASE ANGLE BASE ----------- WALL FASTENER a 1 ---------- -- CL -3 O 1 5/8• X14 SDHCW STITCH ^ WINDOW SILL O.C. uWWi GRADE 'i • ' i!" WALL PANEL WALL FASTENER i i • . '' a #14 SDHCW STITCH N +I STRUCTURAL BOLTS 1'-0• O.C. SUB SILL 1 1/e 1 1/r 1/2.0 x 1 1/4• A325 WINDOW JAMB ' " " • BUTTON HEAD BOLTS REQUIRED SNAP -IN JAMB OUTSIDE WALL FASTENER AT STRIP WINDOW. TRIM (3030 WINDOW) INSIDE CLOSURE #12 X 1 1/4 SDHCW JAMB 4'-(r 1 -0• O.C. (4030 & 4040 WINDOW) 1/2• DIA ANCHOR WALL PANEL • ATT STRIP H WINDOW REQUIRED BOLTS (BY OTHERS) (6040 WINDOW) TYPICAL SECTION THRU JAMBS TYPICAL SECTION THROUGH WINDOW HEAD & SILL WN02 JAMB TO GIRT CONNECTION OFO1_ SUB JAMB BASE DETAIL OF12 ARCHITECTURAL AND LONGSPAN WALLS AA AA AA I 1/Y6 x 1' A307 2 1/2' I I BHB -1 I STRUCTURAL FASTENER ' /10 X 1/2 STHH I SILL 1'-0• O.C. i i 1 3/87 O�C=D�l SUDE IN JAMB ' I EXTENSION (TYP.) WINDOW JAMB I �' HW -597 i STRUCTURAL BOLTS SNAP -IN JAMB i i 11to X 1 1/4• A325 TRIM OYP.) OUTSIDE i 000 ' . I I TYPICAL SECTION THRU MULLION CUP CL -3 CL -10 (12' SILL) I I JAMB 3'X3', 4'X3', 4'X4' AND 6'X4' WINDOW SECTIONSWN01 LONCSPAN PANEL AB SILL TO JAMB CONNECTION OF26 Ef, 9 1/27 AND 1Y SILLS AA SCALE: DATE 3' X 3', 4' X 3', •,nnAULA DRAWN BY: .. 4' X 4' & 6' X 4' CKECXEn B: WINDOW DETAILS FOR DESIGN APP'D BY: LONGSPAN PANEL DRAWING REv.No. N0. VI RESIOIME E CE'D. DATE N0. REVISION MADE CB'D. DATE [NO. REVISION MADE CX'D. DATE ISSUED: 12-1-97 NUMBER WAW -1.0 p DEI UXE EAVE FLASHING ARCHITECTURAL PANEL CORNER FLASHING LOC SEAM PANEL HIGH SIDE EAVE FLASHING STANDING SEAM PANEL ROOF TO WALL FLASHING RAKE CONDITION POST HUNG DELUXE EAVE FLASHING LONGSPAN PANEL RAKE FLASHING STANDARD GUTTER STANDING SEAM PANEL RAKE FLASHING 1 FLANGE BACK GUTTER THERMAL SPACER EAVE TRIM LOC SEAM PANEL RAKE FLASHING VALLEY GUTTER e BUND Bis FLASHING LAPS (EXCEPT CORNER FLASHING) SHALL BE CAULKED WITH (2) 1/4 0 J, BEADS VET 1/8 RNET 1. ALL OF GUTTER SEAL (URETHANE CAULK). - 2. ALL FLASHING LAPS SHALL BE THREE INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL e ROOF FASTENER /14X1 SDRF (SELF DRIWNG) BE ONE INCH. { 3. VALLEY GLITTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH ¢14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE m ROOF FASTENER 4, FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE TO ROOF CONDITIONS.USE ND4RROOF ON CENTER. ALL ¢14X1 SDHHW (SELF DRIWNG) OTHEREXPOSED CONDITIONS USE SUIVETS THREENIINNCHESREE ON CCPR m ROOF FASTENER /14X7/8 SDHCW (SELF DRIWNG) LOC SEAM /-STANDING SEAM EAVE TRIM tx LONGSPAN PANEL CORNER FLASHING LONGSPAN PANEL HIGH SIDE EAVE FLASHING I STANDING SEAM PANEL HIGH SIDE EAVE FLASHING ROOF TO WA LL FLASHING HIGH SIDE CONDITION SCALE: I DATE DRST7N BY: THC CHSCSED BY: JKC STANDARD FLASHING LAPS DZMGN APP'D BY: m.Imn. 12-1-97 LONGSPAN PANEL ROOF TO WALL FLASHING RAKE CONDITION "'""'. DRAWING Ravi NUMBER SFL-1.0 Q 3/4_ ANGLE (L2'x2'xt/8'x6' LONG) PURUN (2) }12 STRUCTURAL FASTENERS - OR (2) 1/4.0 BOLTS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) MICHIGAN HANGER CC MODEL NO. 315 400 LB. MAXIMUM 4' PIPE MAXIMUM 012TRUCTUR BOLTS FASTENERS "IELD DRILL HOLES AT EACH SNGLE LOCATION) 1 (2) #12 STRUCTURAL FASTENERS OR (2) 1/4-0 BOLTS (ANGLED ILL HONLES AT EACH 1/B ANGLE (L2'x2'x1/8'x3' LONG) I 1 _- ANGLE � I I PIPE E PIPE � PIPE tp 3/8'0 ROD HANGER (L2'x2'x1/8'x6" LONG) I I I •A• I I 3/8.0 ROD HANGER PIPE PIPE PIFE PIPE 7/16'0 HOLE (FIELD DRILL) PIPE ANGLE ( L3'x3'x1/16'x LENGTH) //F7• SUPPORT ANGLES _ �. U.N.) 1/Y B/AY SPRINKLER 1 BAY SPACING SAY SPACING BAY SPACING PIPE 3/8.0 ROD HANGER • MAY BE OMffTED WITH HANGER LOADS -50 LBS. NOTE: MAY BE OMITTED WITH PURUN UP MUST NOT SPRINKLER HANGER LOADS 50 LBS -i LOADS FOR SPRINKLER PIPE SUPPORTS OR LESS. BE DISTORTED. PIPE OR LESS. , 6' SPRINKLER NOTE: PIPESECTION ( " "B—B. 11 I 1 HANGERS • I ITYP. U.N.) I I � I I PIPE E PIPE � PIPE tp DRY WT. I I I •A• I I PIPE PIPE PIPE PIFE PIPE PE +2150# PIPE #/FT. //F7• SUPPORT ANGLES _ �. U.N.) 1/Y B/AY •B• B/lY 1/2 SAY BBAY B%Y iAY 1 BAY SPACING SAY SPACING BAY SPACING SIZE E PURUN E PURUN PURUN E PURUN E PURUN E PURUN E PURUN E PURUN f PIPE PURUN PURUN LIP MUST NOT I RIGID E FRAME RIGID BE DISTORTED. SECTION "A=A" SECTION "A—A" ' PIPE HANGER DETAIL AT PURLINS SH01 04 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SHO 2 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SHH003 TYPICAL SPRINKLER PIPE LAYOUT FSAA SPRINKLER E AA AA EQUIVALENT COLATERAL LOAD FOR PIPE SUPPORTS 20'BAYS 25• BAYS 30' BAYS POINT LOAD AT HANGER STD, WT. DRY WT. WET WT. PIPE PIPE PIPE PIPE PIPE PIFE PIPE PE +2150# PIPE #/FT. //F7• +250# +250# +250/ . SIZE sAA81 LOADS FOR SPRINKLER PIPE SUPPORTS SH05 CLAMP DETAIL 6' 1897 315 8 11 6 8 5 3 6 5 315 233 565 43 5' 14.62 23.3 6 9 4 3 7 6 2 163 413 4• 10.79 16.3 4 7 7 T 5 2 p 134 364 3 1�2' 9.11 13.4 4 6 2 5 2 4 108 358 3 7.56 10.8 3 6 1 5 1 79 J29 2 1�2' 5.79 7.9 2 1 1 4 1 ] 51 301 2 3.65 5.1 1 5 1 4 1 3. 36 256 1 1//2' 2.72 3.6 29 279 1 2.27 5 1 4 1 3 21. 271 1`4• 2.1 1 NOTES: 1. PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN I • MICHIGAN HANGER CO. 2. DETAIL SH04/AA FOR PIPE SUPPORTED AT 5' INTERNALS, VALUES ABOVE MAY BE HALVED. MODEL J15 3. 4. PURUN SPACE ASSUMED TO BE 5' ON CENTERS• SPECIAL CONSIDERATION SHOULD BE MADE WNEN ALL BAYS ARE NOT UNIFORMLY LOADED. TO ANY ONE SINGLE SUPPORT IN ADDITION j AL OR EQUAL 400 l MAXIMUM 5. 250/ LOAD IS REQUIRED BY UBC TO BE APPUEO 4' PIPEE MAXIMUM TO PIPE LOADS. sAA81 LOADS FOR SPRINKLER PIPE SUPPORTS SH05 CLAMP DETAIL AA L� FI PURUN S, PURUN Is L CLAMP REINFOF i CLAMP WITHOL REINFORCING CLAMP REINFOF SH06A SPRINKLER PIPE "NOT ALL DETAIL" SH07 I SPRINKLER PIPE "NOT ALLOWED DETAIL" ISH07A SPRINKLER PIPE "NOT ALLOWED DETAIL" FS -H-0-6-1 SPRINKLER PIPE "NOT ALLOWED DETAIL" AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA AA CLAMP WITHOUT REINFORCING ANGLE AND BENDING UP OF PURIIN CLAMP WITHOUT REINFORCING ANGLE AACLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP SCALE: DATE rrYOlA01J � VeeWA D"2aWN BY: RECOMMENDED SPRINKLER CHECmm BY, PIPE HANGER DETAILS nav t, nE91CN APP•D BY: DRAWING SPH -1.0 a EACH ��r SHOULD BE rn� TO USE THE SAFEST AND vas? PRODUCTIVE ERECTION TECH?OUQ. W 0 GIRF . 3'-3 1/4' (3070 DOOR) OPTIONAL GIRT JAMB CUP CL -3 WALL FASTENER 812X1 1/4 SDHCW ' JAMB CUP SUB -JAMB DOOR HEAD 4.'-3 1/4' (4070 DOOR) ' OPTIONAL DOOR CiRT AB ' JAMB CUP♦ CL -3 6'-3 1/4' (8070 DOOR) RAM SET OR LAG BASE CUP BOLTS BY OTHERS 7 t I I I i I I t NON -HANDED JAMB t 1 t SUB -JAMB NON -HANDED JAMB t ,L 5/16• Y . 4'-0' (3070 DOOR) BASE CUP -DET L�\ SETTIN/AaG) \11111VlllJl FINISHED FLOOR L 5'-0' (4070 DOOR) _ 7'-0' (6070 DOOR) a ZEXTERIOR 2' 3'-0' (3070 2' EDGE Of 4'-0' (4070) 6' -0'(6070) FINISHED FLOOR SAFETY ELECTRICAL TOOLS MUI PROPERLYGROUNDED DD NOT USE ELECTRICAL EQUIPMENT WHILE sTANOTOMc ON WET SS WALK DOOR FRAMING LAYOUT WD01 WALK DOOR BASE CLIP SETTING WD03 WALK DOOR JAMB DETAILS AT OPTIONAL GIRT WD04 ARCHITECTURAL AND LONGSPAN WALLS AB ARCHITECTURAL AND LONGSPAN WALLS AB 1 ARCHITECTURAL AND LONGSPAN WALLS AB 1 GIRT • 117X]/4' TYPE B SCTEWS JALL t2X1 1 4 �NCW I curr ' LLItOR RIB WET' PRECJARgN: GLOVES WHEN WORKERS ILD ALWAYS DLI YLTFi1Lfl111W..21 SURFACES WITH SHARP EDGES. I AB 2 t e• t 3/8' 1 3' MAJOR RIB WET'/ PpEGMli10M: WORKERS SHOULD ALWATS MFM GLOVES W71EN HANDLING METAL SURFACES MOH 51{A7P EDGES. 7 I F- 21 AB 3/4" t 2' SUB JAMB ]'-4 t 4' roR ]070 0007 D 1 1 l - p�0 HEADER GA -1 (FIELD CUT AND ADAPT FOR ATTACHMENT TO DOOR SUB JAMB AS FLOOR) AND FINISHED ppppppR7 HEADE71 • 112X3/4• TYPE 0pg7 B SCREWS ,CALEB • C� SUB -IAMB • /17JU/4' TYPE a SCREWS CUP aLe�TAMe DOOR JAYS NOTENOME WHEN FIELD CUTONG PANELS 4'-4 1/4- FOR 1070 DOOR OR TRIM DO NUT USE ABR/SNE SAWS OR OTHER CUTTING METHODS 6'-1 4' FOR 6070 DOOR WHICH PRODUCE HOT METAL PAT ES OR BURN THE CUTEDGES, EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOD ANY S � NIBBLE" DOUBLE RUO HER Wqg 6 currwc OEVC0 WHICH DO NOT WLL PAa PRODUCE HOT METAL PARTICLES OR BURNED EDGES 7 WHEN FIELD TM 00 NOT CUTTINGUPAWMNELS 4'- ' SAWS OR OTHER CURD00$- WMCH PRODUCE NOT METAL PARTICLES OR BURN THEM DELETE METHODS WILL DAMAGE THE PANTED AND GALYALUME FINISH AND VOID ANY WARRANARSLTIES. USE DOUBLE CUT OTHER C TYING DEQ WHI DO NOT WALL PANEL OR BURN HOT METAL PARTICLES OR BURNED tDGQ . . , WDO6 CORNER FLOOR UNE 1 1/2' FINISHED FLOOR UNE LAG BOLT (BY OTHERS) • ITEMS PACKAGED WITH DOOR FRAME SUPPLIED BY DOOR VENDOR. INTERMEOIAT'E DETAIL , SUB -JAMB WALK DOOR PANEL OPENING WD05 WALK DOOR PANEL OPENING WD05 ARCHITECTURAL WALLS AC LONGSPAN WALLS AB 2AMB -9� NOTE: ANGLE GA-L1��A$ SHOWN IN ASSEMBLY BRACINCTONLY ANDUISE!0 FOR IF OPTIONAL GIRT AT 3-6 LOCATION IS REQUIRED. ,k l0 DOOR JAMB DOOR JAMB SUB JAMB SUB JAMB - ' WALL PANEL WALL FASTENER 12X1 1/4 SDHCW '-O' O.C. 's •, ' a- ( suB JAu GA 1 FOR ATTACHMENT xa+ETE TO DOOR SUB JAMB AS SHOWN AND FINISHED FLOOR) 812X3/4' TYPE 812X3/4' TYPE B SCREWS B SCREWS INSIDE CLOSURE GIRT a- a• b .yam �• °b. F CU DOOR JALB • 113X]/4' THE B SCREWS BASE BOLT -DETAIL WALL FASTENER WALL FASTENER 812X1 1/4 SDHCW 812X1 1/4 SDHCW 2'-0' O.C. 2'-0' O.C. --- CAULX CAULK LONGSPAN PANEL HEAD FLASHING�b FDH2—/HF— CAULK o G: m DO" JAYS THRESHOLD SEE T.- FEL 45 l0T OTHERS) SUET PtafruTnoN: EXT. EDGE OF AwE1bwL ButtDTNCS COMPANY tEcnlvENas FIN. FLOOR THAT ALL WORKERS WEAR STEEL TOE SHOO WrrM ME'IDTARSAL GUARD. EYE PROTECTION AND HARD w.TS. .� {�, '' ARCHITECTURAL PANEL JAMB FLASHING ALWAYSYW�EARasw6 APPRI EYE (IF REQUIRED) JAMB FLASHING PROTECTION WAREN GPOtATaMG DILLL3 FJ15-LENGTH FJ15B—LENGTH OR ELECTRIC SCREW GUNS. (FIELD APPLIED) DOOR HEADER i. NOTE: NIS ED APPY TAPE S�ce�}cIR�SUFNDD�EpRNEATH NAPE SEALER SHRIOWN. AFTER IN5TAlJAT10N (SEE NOTE BELOW) APp�Y CAULK ALONG TOP EDGE OF THRESHOLD PERPENDICULAR i F'�ENEts 1D R JAMBS TO FORM H°t sem- ASSEMBLY DETAIL FOR NON—HANDED WALK DOOR FRAME F !. f WD07 ARCHITECTURAL PANR JAMB DET I I nN[:cPAN PANEL JAMB DETAIL WALK DOOR JAMB DETAILS WDO6 SECTION THROUGH WALK DOOR HEADER WD02 FINISHED FLOOR SECTION 'A-A ARCHITECTURAL AND LONGSPAN WALLS I AB ARCHITECTURAL OR LONGSPAN WALLS AB J ARCHITECTURAL AND LONGSPAN WALLS I AB SCALE: DATE NON—HANDED DTu1TN BY: TDN CImCEm BY: eu DESIGN erre ar: ARCHITECTURAL MADE CTL'D. DATE ISSUED: 12-1-87 WALK DOOR INSTALLATION DETAILS 1°"OL' FOR AND LONGSPAN PANEL WALLS DRAWING NUMBER ' AuaAUA RTsvJNn. WAD -1.0 0 ----- NO. FaMMON MADS C]rD. DATE NO. REVISION MADE CVD. DATE NO. REVISION ' 3X2 ANGLE GA-2 WALL PANEL WALL PANEL WALL PANEL WALL FASTENER 112X1 1/4 SDHCW BASE GIRT WALL FASTENER WAIL FASTENER 12X1 1/4 SDHCW WALL PANEL i'-0' O.C. 1*-X1 1/4 SDHCW 1 -0' O.C. BASE ANGLE FASTENER (BY OTHERS) 1'-0' O.C. 114"e CONCRETE ANCHOR (min) 1 BASE ANGLE FASTENER (BY OTHERS) BUND RNET 5 -0' O.C. (max) 1�4"O CONCRETE ANCHOR (min) WALL FASTENER i 118 RIVET1 BUND RIVET BLIND RIVET 8 RIVET I 1 5-0" O.C. (max) #12X7 1/4 SDHCW I BASE ANGLE FASTENER (BY OTHERS) 1/8 RIVET BASE CHANNEL i O.C. 1 V-O' O.C. 1 1�4"0 CONCRETE ANCHOR (min.) 1 'a 1 1/2"± 2-0" O.C. 2r O' 5 -0' O.C. (max.) 1 5/2 i 1 1/2" FPEC-1 I' T77BASE FPEC-1 _ ANGLE i 1 1/2'± FPFV-2 ";i;.'.':.'.��:., .. _ z FPFVFPEC21 BA-20 1 1 GRADE !'j : ... N GRADE ..'i ..i•..": .. GRADE .. GRADE ` E 2 !1: ... N SECTION AT BASE ANGLE BA02 SECTION AT BASE GIRT BA03 SECTION AT BASE CHANNEL BA04 SECTION AT BASE W/ GA-2 BA05 ARCHITECTURAL OR LONGSPAN WALLS AB .- AB AB AB EeSTRUT BLOCKING 945E ANGLE (ENOWALL) . BA-20 • GABLETHERS) BUILDING STRUCTURAL ANGLE BUILDING STRUCTURAL LINE (GIRT UNE) _ UNE (GIRT UNE) BASE ANGLE (SIDEWALL) ,((III SI1I `^ BA-20 GIRTRnDNaR p clRr:r•SPANPANELPANPANEL (TYP•)sun? PRECALRION: WALL FASTENER#12X1 WALL FASTENER (TYP.) 12X1 1C. SDHCW 1/4 SDHCWANGLE OO Har sTEa, m OR CUwe ON WALL 1'-0" O.C. V-0' O.C. BA_P0 aRrs OR ME STRUT& FAwRE TO ACERE TO THIS PRECAUTION YAY RESULT IN A SERIOUS COURT. I MAJOR RIB MAJOR RIB rt (OVERLAPPING RIB) e.,RLAPPING . (OVERLAPPING RIB) LONGSPAN PANEL SHOWN FB-AO-21 AB ARCHITECTURAL PANEL SIMILAR OVERLAPPING RIB t RIB �`,W:. OF PANEL OF PANEL r CORNER BASE ANGLE LEFT TO RIGHT WALL SHEETING RIGHT TO LEFT WALL SHEETING FBC-1 ERECTION OF LONGSPAN OR ARCHITECTURAL WALL PANELS CAN EASILY BE ACCOMPLISHED BY SAFETY PRECAUTION: ALIGNING THE CENTER OF THE OVERLAPPING.RIB OF THE FIRST PANEL WITH THE STRUCTURAL WORxERS SHOULD ALWAYS WEAR FWHEN HAND MC METAL ' OR GIRT LINE AT THE BUILDING CORNER. SHEETING CAN USUALLY BE STARTED FROM EITHER SURFACES WITH StuRP �� END OF THE BUILDING AND CONTINUED EITHER IN THE, DIRECTION OF LEFT-TO RIGHT OR RIGH TO LEFT AS SHOWN. HOWEVER, BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE ' BASE ANGLE DETAIL BA01 PREVAILING VIEW THE OVERLAP UNE AT THE SIDELAP OF EVERY PANEL WILL BE LESS VISIBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE OF THE PANEL RIB. DIRECTION OF WALL PANEL ARCHITECTURAL OR LONGSPAN WALLS ERECTION WC64 AB AB �13 WALL FASTENER LONGSPAN PANEL 112X1 1/4 SDHCW (TYP• U•N•) BUILDING1 -0 O.C. `(TYP.AT WALL FASTENER SID�IAPS, SEE NOTE 2 �14 SDHCW CH GUTTER SEAL EAVE TRIM GTS SAVE TRIM SUTNREUCTURABEARING RIB OVERLAPPING RIB 2'-0 O.C. VERTICALLY LONGSPAN PANEL (TYP.) (GIRT UNE) I LONGSPAN �• PANEL 1/e'A NoLE WALL FASTENER GIRT,BASE ANGLE, SAVE STRUT OR EAVE STRUT rL MAJOR RIB (OVERLAPPING RIB)U34DSP,W PANEL W AND SEE NOTE 1) GABLE ANGLE PRE-ORLiED HOE DETAIL /12X1 1/4 SDHCW BEARING RIB 1/4' 3/4' AA�Q�H: PAN;L OVERLAPPING RIB U.N. I V-0� O.C. ----- 30.48 cm O.C. ---'----------------------- DETAIL "A" - II r EQ. E0. t._ l 1 -0. 1 -0� 1'-O � BUND RIVETS I/ev Hou[ PER LAP WALL FASTENER ARCHITECTURAL ARtCROTEcrvPAt AND ( 1/8 RIVE 1/8 RIVET 112X1 1/4 SDHCW PANEL 'p"TL" LLL _ 1'-0- O.C. PRE-DILWND gi0WPI4C RIB FOR STTTLH SCREWS AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNER NaM TO AVOID DWPLING DO NOT oven TORQUE SCREWS NOTE: INSULATION (BY OTHERS) IF REQUIRED. SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION 1. WALL FASTENERS REQUIRED AT SIDEWALL OUTSIDE CLOSURE AND CONTINUED IN THE SAME MANNER AS SHEETING PROGRESSES ALONG THE WALL AND ENOWALL GIRTS, BASE ANGLE. SAVE LSP-0 INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THEi DETAIL 'A' STRUT AND GABLE ANGLE. FASTENER LAYOUT BUILDING STRUCTURAL OR GIRT UNE AS SHOWN. USE A LEVEL OR TRANSIT AND PLUMB THE PANEL. SHOWN ALSO APPLIES FOR LINER AND PARTITION LONCSPAN PANEL (TYP.) FASTEN THE PANEL TO THE STRUCTURAL' MEMBERS AS SHOWN. IT IS EXTREMELY IMPORTANT THAT THE PANELS. FIRST WALL PANEL BE INSTALLED PLUMB. INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE - 2. PANEL STITCH FASTENERS AS SHOWN REO'D. FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME MANNER AS ONLY AT PANEL SIDELAPS OR AT. FLASHING THE FIRST PANEL. CONTINUE TO SHEET THE WALL USING THIS PROCEDURE. CLT PANELS AT DOORS, LAPS AND FLASHING TO PANEL CONNECTIONS. WINDOWS, LOUVERS AND OTHER WALL OPENINGS AS REQUIRED. LAYOUT WC05 OUTSIDE CLOSURE INSTALLATION AT EAVE FET3M WALL PANEL INSTALLATION REMFASTENER LONGSPAN WALLS AB LONGSPAN WALLS AB ARCHITECTURAL AND LONGSPAN WALLS AB MADE CK'D. DATE SCALE: DATE DRAWN BY: MN CBECKED BY: BLJ DESIGN APP'D BY: ISSUED: 12-1-87 LONGSPAN WALL PANEL BASIC ERECTION K"FA"'A � dldBdY� DRAWING- R89.N0. LSW-2.0 p NUMBER NO. REVISION MADS CK'D. DATE NO. REVISION MADS CK'D. DATE NO. REVISION APPROVED EYE ERATING DRUZ GUNS. RAKE*FLASHING CAP FLASHING (SEE NOTE 2) FCP-1 FDJMR-LENGTH 6 MULTI -RIB PANEL ENOWALL PANEL WALL PANEL ENDLAP• WC06 'PANEL CLOSURE DETAIL AT RAKE RAO1 ARCHITECTURAL. LONGSPAN OR MULTI -RIB WALLS AB ARCHITECTURAL, LONGSPAN OR MULTI -RIB WALLS AB r 1I WALL FASTENER TYPICAL ` BACKLAPPING THE PANELS 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE %12X1 1/4 SDHCW BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. I I,_0, O.C. 1 ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. LONGSPAN PANEL I GIRT LINE _ I R RIDGE RIDGE I STRUCTURAL LINE I I ' I i WALL FASTENER T #14 SDHCW STITCH I 2'-0' O.C. i r 1 r�� 1 1 NOTE: ENDWALL PANELS (SHOWN) SIDEWALLS SIMILAR I BUND RIVET TYPICAL ' CORNER FLASHING 6 REO'D. PER FLASHING LAP .� FCR -LENGTH 1/8 RNET i PANEL BACKLAPPING WC75 CORNER FLASHING DETAIL (OUTSIDE) WC211 ARCHITECTURAL OR LONGSPAN WALLS AB LONGSPAN WALLS AB. P. STRUT SAiETY PRECAUTION: Do NOT STEP, SIT oa wue ON wAu CMS OR EAVE STRIAS. FNWRE TO ADIERE TO THIS PRECAUTION WY RESULT IN A SERIOUS IKNRT. LONGSPAN PANELS SHOWN MULTI—RIB PANELS SIMILAR • FCR -LENGTH = LONGSPAN FCRMR-LENGTH = MULTI -RIB WALL FASTENER #14 SDHCW STITCH 1'-0. O.C. AT PANEL RIBS EAVE TRIM • CORNER FLASHING OUTSIDE CLOSURE (SEE SECTION AT EAVE) LSP -0 = LONGSPAN MRP -0 = MULTI -RIB . .. S*ETY PRECAUTION: FASTENER AND WASHER 1 WOR ERS SHOULD BE TRAINED IN OR OTHER MEANS (BY OTHERS) SAFEY! PRECAUTION: 1 THE PROPER ERECTION PROCEDURES ALWAYS WEAR O� APPROVED EYE 54TTY PRECAURON: L MAY BE USED TO ATTACH PROTECTION WHEN OPERATING DRILLS wuRl�.Rs sErouLD BE TTLVNm IN ETRI ALL does. OR ELECTRIC SCREW GUNS. � PROPER ON PROCEDURES T --INSULATION NOTE: WALL FASTENER INSTULATION ROOF PANEL FOLD INSULATION BACK ONTO i f' -O" 1/4 SDHCW (BY OTHERS) ` 7 ---- ITSELF FOR COMPRESSION i'-0. O.C. ----1 ------ BETWEEN LAVE STRUT AND T-- ROOF PANEL R MUST NOT BE II N ,I EXPOSED TO THE WEATHER. 1 LONGSPAN PANEL n n (' ------- . (- - INSULATION T II II TRIM INSULATION AND rC (BY OTHERS) NOTE: ii TURN VINYL BACK. INSULATION I WALL FASTENER MUST NOT BE EXPOSED TO i l!lm #14 SDHCW STITCH HELD TRIM PANELS R n n WEATHER.2 -0' O.C. REQUIRED AT CORNER " " -_--- INTERSECTION. WALL PANELEAVE TRIM ,_________•(SHAPE MAY 1_____ UBLE SIDED TAPE (BY OTHERS) CORNER FLASHING iiii ii - -' VARY) �'FCI-LENGTH ii BE USED TO SECURE INSULATION. BLIND RIVET6 REO'D. PER FLASHING LAP " IIWALL PANEL 1/B RIVET ) --- it . 4 e tt OR iVE STRUT .. i BASE ANGLE Ir_= -------JI c ' ' y PUSHING TRIM INSULATION AND _- ----- - TURN VINYL BACK. INSULATION MUST NOT BE EXPOSED TO WEATHER. LINE I CORNER FLASHING DETAIL '(INSIDE) WC2_6 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE FI_NO1 LONGSPAN WALLS AB AA AA OUTSIDE CLOSURE (SEE ENDWALL RAKE DETAILS) LSP -0 LONGSPAN /�' RAKE FLASHING MRP -0 MULTI -RIB WALL FASTENER R14 SDHCW STITCH 1'-0• t O.C. AT PANEL RIBS GA CABLE ANGLE/ I 1 ,III IH I // (SEE NOTE 5) WALL FASTENER #14 SDHCW STITCH 2 -0' O.C. AT PANEL SIDELAPS WALL FASTENERS {)12X1 1/4 SDHCW 1'-0 O.C. _; NOTE: �\ 1. OUTSIDE CLOSURE WALL FASTENER ANGLE REQUIRED FOR BLDG. SLOPES' 1 1/2 : 12 OR 8e14 SDHCW STITCH LESS. WOOD 1'-0. O.C. 2. CAP FLASHING REO'D. BLOCKING FOR BLDG: SLOPES (BY OTHERS) GREATER THAN 1 1/2 : 12. PBASE GENERAL NOTES: OUTSIDE CLOSURE (SEE NOTE 1) 1. CROWD OR STRETCH PANELS SLIGHTLY AS ENOWALL PANEL WALL PANEL ENDLAP• WC06 'PANEL CLOSURE DETAIL AT RAKE RAO1 ARCHITECTURAL. LONGSPAN OR MULTI -RIB WALLS AB ARCHITECTURAL, LONGSPAN OR MULTI -RIB WALLS AB r 1I WALL FASTENER TYPICAL ` BACKLAPPING THE PANELS 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE %12X1 1/4 SDHCW BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. I I,_0, O.C. 1 ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. LONGSPAN PANEL I GIRT LINE _ I R RIDGE RIDGE I STRUCTURAL LINE I I ' I i WALL FASTENER T #14 SDHCW STITCH I 2'-0' O.C. i r 1 r�� 1 1 NOTE: ENDWALL PANELS (SHOWN) SIDEWALLS SIMILAR I BUND RIVET TYPICAL ' CORNER FLASHING 6 REO'D. PER FLASHING LAP .� FCR -LENGTH 1/8 RNET i PANEL BACKLAPPING WC75 CORNER FLASHING DETAIL (OUTSIDE) WC211 ARCHITECTURAL OR LONGSPAN WALLS AB LONGSPAN WALLS AB. P. STRUT SAiETY PRECAUTION: Do NOT STEP, SIT oa wue ON wAu CMS OR EAVE STRIAS. FNWRE TO ADIERE TO THIS PRECAUTION WY RESULT IN A SERIOUS IKNRT. LONGSPAN PANELS SHOWN MULTI—RIB PANELS SIMILAR • FCR -LENGTH = LONGSPAN FCRMR-LENGTH = MULTI -RIB WALL FASTENER #14 SDHCW STITCH 1'-0. O.C. AT PANEL RIBS EAVE TRIM • CORNER FLASHING OUTSIDE CLOSURE (SEE SECTION AT EAVE) LSP -0 = LONGSPAN MRP -0 = MULTI -RIB . .. S*ETY PRECAUTION: FASTENER AND WASHER 1 WOR ERS SHOULD BE TRAINED IN OR OTHER MEANS (BY OTHERS) SAFEY! PRECAUTION: 1 THE PROPER ERECTION PROCEDURES ALWAYS WEAR O� APPROVED EYE 54TTY PRECAURON: L MAY BE USED TO ATTACH PROTECTION WHEN OPERATING DRILLS wuRl�.Rs sErouLD BE TTLVNm IN ETRI ALL does. OR ELECTRIC SCREW GUNS. � PROPER ON PROCEDURES T --INSULATION NOTE: WALL FASTENER INSTULATION ROOF PANEL FOLD INSULATION BACK ONTO i f' -O" 1/4 SDHCW (BY OTHERS) ` 7 ---- ITSELF FOR COMPRESSION i'-0. O.C. ----1 ------ BETWEEN LAVE STRUT AND T-- ROOF PANEL R MUST NOT BE II N ,I EXPOSED TO THE WEATHER. 1 LONGSPAN PANEL n n (' ------- . (- - INSULATION T II II TRIM INSULATION AND rC (BY OTHERS) NOTE: ii TURN VINYL BACK. INSULATION I WALL FASTENER MUST NOT BE EXPOSED TO i l!lm #14 SDHCW STITCH HELD TRIM PANELS R n n WEATHER.2 -0' O.C. REQUIRED AT CORNER " " -_--- INTERSECTION. WALL PANELEAVE TRIM ,_________•(SHAPE MAY 1_____ UBLE SIDED TAPE (BY OTHERS) CORNER FLASHING iiii ii - -' VARY) �'FCI-LENGTH ii BE USED TO SECURE INSULATION. BLIND RIVET6 REO'D. PER FLASHING LAP " IIWALL PANEL 1/B RIVET ) --- it . 4 e tt OR iVE STRUT .. i BASE ANGLE Ir_= -------JI c ' ' y PUSHING TRIM INSULATION AND _- ----- - TURN VINYL BACK. INSULATION MUST NOT BE EXPOSED TO WEATHER. LINE I CORNER FLASHING DETAIL '(INSIDE) WC2_6 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE FI_NO1 LONGSPAN WALLS AB AA AA OUTSIDE CLOSURE (SEE ENDWALL RAKE DETAILS) LSP -0 LONGSPAN /�' RAKE FLASHING MRP -0 MULTI -RIB WALL FASTENER R14 SDHCW STITCH 1'-0• t O.C. AT PANEL RIBS GA CABLE ANGLE/ I 1 ,III IH I // (SEE NOTE 5) WALL FASTENER #14 SDHCW STITCH 2 -0' O.C. AT PANEL SIDELAPS WALL FASTENERS {)12X1 1/4 SDHCW 1'-0 O.C. SCALE: DATE DBSRN BY: TON LONGSPAN WALL PANEL EUPAUU COCKED BY: Bu BASIC ERECTION DESIGNAP BY: DRAWING LSW-3.0 LU3V.1 Tnatnm VATIR ctt'n_ nATR )8317ED: 12-1-97 NUMBER ' p ANGLE BA -20 PBASE GENERAL NOTES: 1. CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO MAINTAIN 3'-0• COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME. . 3. PANEL SIDELAPS STICHED 2'-0' ON CENTER WITH #14 WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TYPE PAINT' FOR TOUCH UP. 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT _1 FLANGES WILL CAUSE DIMPLING OF PANELS AT SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20, LONGSPAN OR MULTIRIB WALLS AB SCALE: DATE DBSRN BY: TON LONGSPAN WALL PANEL EUPAUU COCKED BY: Bu BASIC ERECTION DESIGNAP BY: DRAWING LSW-3.0 LU3V.1 Tnatnm VATIR ctt'n_ nATR )8317ED: 12-1-97 NUMBER ' p EAVE CLOSURE FLASHING FEC - 1/8 RIVET 5'-0. O.C. 1 1/2' --� STANDARD EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL II WALL PANELS (LONGSPAN ROOF PANELS) EAVE ULU: SPEC - 3 1/8' THERMAL SPACER EAVE TRIM7 THERMAL SPACER EAVE TRIM TSET- TSEI- 1/8 RIVET STRUCTURAL FASTENER STRUCTURAL FASTENER 5'-0' O.C. /12X1 1/4 SOHH /12X1 1/4 SDHH 1 -0' O.C. 1'-0' O.C. 1 1/2- --� 3 1/8 - STANDARD /8' STANDARD EAVE CONDITION WITH SHADOW PANELS (LONGSPAN ROOF PANELS) SULAT10N LATION THERMAL SPACER EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL II WALL PANELS (STANDING SEAM 11, STANDING SEAM 360 OR LOC—SEAM ROOF PANELS) 1 WALL #14 1 1 —0 a 1 OUTSIDE PANEL CL 1 THERMAL SPACER EAVE CONDITION WITH SHADOW PANELS (STANDING SEAM II, STANDING SEAM 360 OR LOC—SEAM ROOF PANELS) EAVE TRIM EAVE TRIM LSET— LSET_ STRUCTURAL FASTENER ,12X1 1/4 SDHH 1'-0' O.C. 1 1/2' STANDARD EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL II WALL PANELS (STANDING SEAM 11, STANDING SEAM 360 OR LOC -SEAM ROOF PANELS) wkpwmqKow rRUCTURAL FASTENER 12X1 1/4 SDHH —0' O.C. STANDARD SAVE CONDITION WITH SHADOW PANELS (STANDING SEAM II, STANDING SEAM 360 OR LOC—SEAM ROOF PANELS) 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMS. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENOWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3. PLACE THE EAVE TRIM (FEC— TSET— AND LSET— ) ON THE EAVE STRUT, LEAVING A 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE SAVE STRUT AND THE INSIDE OF THE EAVE TRIM. iA 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2 OPENING WILL ACCOMMODATE LONGSPAN OR ARCHITECTURAL 11 WALL PANELS. AN OPENING OF 3 1/8' MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE TRIM (FEC— AND SPEC— ) WITH 1/8' 0 RIVETS, 5'-0' O.C. THESE RIVETS SHOULD BE LOCATED INSIDE THE ROOF MASTIC UNE. -THE RIVETS ARE ONLY INTENDED TO HOLD THE FLASHING UNTIL THE ROOF IS INSTALLED AND NEED NOT BE REMOVED. 00 NOT USE FASTENERS IN LIEU OF RIVETS UNLESS THE FASTENERS ARE REMOVED AS THE ROOFING PROGRESSES. FOR BUILDINGS WITH THERMAL SPACER EAVE TRIM AND LOC—SEAM ' SAVE TRIM, SECURE THE FLASHING WITH #12 X 1 1/4' SELF DRILL FASTENERS LOCATED 1'-0' O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE EAVE TRIM. 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL'PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE. STRUT AND SAVE TRIM. PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE TRIM TO THE WALL PANELS. SEE INSTRUCTION NO. 5 • SEE INSTRUCTION NO. 5 • SEE INSTRUCTION N0. 6 • • NOTE (STEP 1) (STEP 2) (STEP 3) SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS: SCALE: DATE DRAWN SPECIAL ERECTION DETAILS m,Am. CBE® aY: ROOF SHEETING PRIOR DESIGN APP'n EY: TO WALL SHEETING DRAWING SED -1.0 RSONO. F.I RVf9TON MATF. CICn nATR ISSUED: 12-1-97 NUMBER ' SAFETY PRECJIIRON: SIFETY WECALMON: N/ERIGN BUILDINGS COMPANY RECOMMENDS SAEE77 PflECAUTION: AMERICA4 BUILDINGS COYPNA' RECOWENOS THAT A11 WORKERS WFAR STEEL TOE SNOCS PRECAUTION: IMEWCAN BUILDINGS COVPAM RECOMMENDS AMERICAN THAT Ill WORKERS WEAR STEEL TOE SHOES AMERICAN BUILDINGS COYPAMY flECOYYEN05 THAT ALL WORKERS WED. TOE SHOES THAT ALL WORKERS WEAR STEEL TOE SHOES WITH METOTARSAL GUARD, EYE PRQTECTION WffH METOTARSAL GILUND. EYE PROTELTON ARD NAW INh CORN METOTARSAL GUARD. EYE PROTECTION AND NAR" IN75. WITH YEYOTNiSN. GUAT�, EYE PROTECTIWI EVE AND HARD HATS. AND KAM HATS. CL -2 ; CL -2 ENDWALL I INSET ENDWALL ENDWALL ( ) (TMP.) C�wALL i GIRT (2)25XRUC � RAL�B BOLTS (TYP.) / GIRT i CL -2 GIRT CL -2 GIRT 72/2"STRUC�4" A325 I 2 STRUCTURAL BOLTS ()•) 12.0%1 (2 STRUCTURAL BOLTS (TYF.) 112"0X1 1/4" A325 SIDEWALL L ^^ 11DEWALL GIRT 1/4" AJ25 CL -4 CL -4 ..^_ r II Y) 0aa 1'I CL -4 r 1 i U 0 -^- O i CL -4 _J_ 0 O O O I 7• 0 I I 0 0 O 0 i 1 I (1 ^ 1 10tH I IV ;n poo. Lao 0 0 Oal , 00 L=0 0 0 00=-1 Ia0 0 0 0=J Oal (I 0 I la0^ 0 -0aH L_ _J 0 0 = I l i 0 0 a a l GA -1 : a a lGA-111.9aH, - ------- ------------f -- _ c o _ _________ L_____________ F� 1/8" SIDEWALL GIRT GA -1 o=a __ ___ _____________________lj)_()_Qi-_____________ SIDEWALL GIRT ------------ CORNER GIRT FLUSH 1'-6" GEA -2 Ilr CORNER GIRT 1 GEA -2 FLUSH 1'-6' BY-PASS 2'-3 1 2" 1 5/8" INgF 7'-7 1 2" BY-PASS 2'-3 1/2- 1 SET 1'-7 1/2' CORNER GIRT CONNECTION WF04 CORNER GIRT CONNECTION ___F04 CORNER GIRT CONNECTION WFOS CORNER GIRT CONNECTION F05 AA BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA INSET SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA INSET SIDEWALL GIRTS/INSET ENDWALL SAFETY PRECAUTION: BLIIIDINGS COMPANY RECOMMENDS SA'T:TT PRECAUITON: AMERIGN BUILDINGCOMPANY SAi'EI'! PRECAUfgN: flEC0Y4EN05 10N:AYENK:W WORKERS WEAR STEEL TOE SHOES BUILDINGS COMPANYRECOM7TN7 r ALL WORKE0.5 WEAR SiFEt TOE SHOES WRIT 4ElIITAR5M1 ClIANO. EYE PflOTECTiON TINT ALL WORKETINT WTM ME70TARSK GUAfiO, EYE ALLWORKERSWEARSTEEL TOE SHOES WITH YETOTARSAL GOND, EYE PROTECTION HLUTD NArs. HATS. GUARD. EYE PROTECTION HATS. AND HARD HAhANF CL -2 92" VARIES 1/ I ENDWALL ' I l ENDWALL i i ENDWALL CIRT l (2) STRUCTURAL BOLTS (TYP.) 7/2.0X1 1/4• AJ25 INSEE ENDWALL GIRT (2 STRUCTURAL BOLTS (TYP.) GIRT i GIRT CORNER GIRT I _ ------- --I 112"OX1 1/4" A325 I BOLTS -_ 0-- - --, L^ �. -- -- 2 STRUCTURAL BOLTS TYP. ( ) iI `" "' Fr_______ r- �. i - -- n.� (2 _STRUCTURAL ... I 112 OXI 1/4" A325 (TYP.) l 112"0X1 1/4" A325 1� ii0 0a 0 I CL -4 I; 0_ Oi 1 1/2•to ( 1 1 2" o(l0 0 0 Opool CORNER GIRT p0aai a0 0 0 00: c�0 0 0 Oa; l r -- 0 0 0 Oa' I=0 0 0 0=i GA_7 0aal 00 0 0 0O� - 0 0 ` CL -4 III p0 GA -1 000 CL_2 000�_1 CL -4 GA -1i CL -2 --------------- ------------------__________ II r 1/e-SIOEwALL FLUSH 1'-6" GIRT S I IDEWALL I GIRT 1 5/8" IF-- U V-8" IN 1'-7 1 2" BY-PASS' 2'-3 1/2* 1'-7 1/2- BY-PASS 2'-3 1 2" CORNER GIRT CONNECTION WF06 CORNER GIRT CONNECTIONF06(� CORNER GIRT CONNECTION AT WIND COLUMN F04 CORNER GIRT CONNECTION AT WIND COLUMN FWF04Z FLUSH SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA FLUSH SIDEWALL GIRTS/INSET ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/INSET ENDWALL I AA SMTFTY PRECAUTION: AMERIGN BUILDINGS COMPANY RECOMMENDS i SAFETY PR N: AMERICAN BUILDINGS COMPANY RECOMMENDS N1 FAK.WPRBUCARDIN6 COMPANY RECOMMENDS THAT ILL WORKERSWEAR STEER. TOE SHOES - ETY PREWDINGS AMERICAN BUILDINGS MIRE AMERICAN THAT ALL WORKERS WEAR STEEL TOE SHOES WITH METOTARSu GUAM. EYE PROTECTION THAT ALL WORKERS WEAR STILL TOE SHOES WITH ME7DTM5�1 GUARD. EYE PROTECTION THAT ALL WORKERS WEAR STEEL TOE SHOES WITH METOTAR.SAL GUAM EYE PROTECTION CORM MEIOTAfTSAL GUARD. EYE PROTECTION ANF HARD HAIi AND HARD FATS. AND HARD HATS. AND HARD HATS. 10" 9 1/2" VARIES 9 1/2" 10" 9 1/2* VARIES ' INSET ENDWALL I GIRT I CL -2 l , (2 STRUCTURAL BOLTS (TYP.)(2 ENDWALL GIRT CL -2 I F STRUCTURAL BOLTS (TYP.) 1120X1 1/4" A325 GIRT CL -2 (2 STRUCTURAL BOLTS (TMP.) ENDWALLRAL 1 2"m%1 1/4" A325 G ALL ' CL -2 CL -4 �212_SXRUCTU (TMP) 112"0X1 1/4" A325 l CL -4 to 000 I A325U5 �'- ,..; l •_ CL -4 k1 .^ . a o I ; p o^ o l - SIDEWALL i GIRT (OPTIONAL) ------ - a; ip 0 o O Cl -4 0 0 ----------- F ----------- 0= o; L I 1 Q c a GA -1 —� ------- ---- -- 0�I# 0 0 0 0 01 U OFt 0 0 0 0 0 Olcfi'------- 1 0; X 0 0 0 0 01= 00 Foo=l :;o ;pool 0;(0 0 0 0 0 0;=; 1�a 0 0 Ola; O p o a l foal �_t ) o==! l __"l 01 0- O Y 0 0 OIQ; -sa---=------ o a a l Foal ----------- E o^ ^ I octal GA -1 -------- SIDEWALL F-- 1/8 SIDEWALL GIRT I-8' FI USH 1' I SIDEWALL GIRT 1 5/8" FLUSH1'-6" GEA -7 INSET 1 -7 1/2" GIRT (OPTIONAL) . + INS 1'-7 1/2' _ 2'-3 1/2' BY-PASS 2'-3 1 2" 1'-7 1/2' BY-PASS 2'-J 1/2- CORNER GIRT CONNECTION AT WIND COLUMN IWF04X CORNER GIRT CONNECTION AT WIND COLUMN F04Y BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA CORNER GIRT CONNECTION AT WIND COLUMN WF05Z INSET SIDEWALL GIRTS/FLUSH, INSET, BY-PASS ENDWALL AA CORNER GIRT CONNECTION AT WIND COLUMN FLUSH SIDEWALL GIRTS/FLUSH, INSET, BY-PASS ENDWALL FO6Z AA " BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA SCALE: DATE DRAWN BY: THIS CBECmm BY: ew DESIGN APP'D BY: tTOrAw TYPICAL WALL FRAMING CONNECTION DETAILS DRAWINGREV.NO. DWF-2.0 MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUHD: 12-1-97 NUMBER ' 0 NO. REVISION MADE CK'D. DATE NO. REVISION AMER' PflECAUIM:No SAM PRECAMON: BUILDINGS COMPANY RECOMMENDS AMETHAT SAFETY PRECAUTION: ANY SAFETYµ BUILDINGS COMPANY RECOMMENDS SAM PRECAUTION: AMER SUTDINGS COMPANY RECOMMENDS COMPANY RECOYYFN05 AMERICAN WORKERS TINT WEAR SfEE1 TOE SHOES TINT N.L WORMERS WEARSTEEL TOE SHOES WITH GUARD. EYE PROTECTION THAT ALL WORKERS WEAR TOE SHOES THAT ALL WORKERS WEAR STEEL TOE SHOES WONMEfOTARSAL GUARD. EYE PROTECTION WTIH METOTARSK GWEO, EYE TATOIECTION ME ARSAL AND HARD HATS. ARD HATS. AND Hµ0 /NTS. WITH YETOTARSAL GIATA, EYE PROTECTION µD HARD FLATSAND AND HARD HATS. CL -2 CL -2 i I 1 ALL INSET ENDWALL-\\i ; Il 1 I IRT ALL I CORNER GIRT GIRT i CL -2 BOLTS GIRT CL -2 (2j STRUCTURAL BOLTS (TAP.) GIRTENO ri---- ---� (2 STRUCTURAL BOLTS TYP. ( ) 1 - IT--- - -- � CL -4 2) STRUC/4 BODS (lYP ) 1/2.0X1 1 4' A325 I (2 STRUCTURAL (TYP.) (9 1 2"0X1 1 4' A325 / I I 1 i)2"0X1 1/4" A325 = _ i CL -4 �l10 112.0X1 1/4' A325 u 110 0 = Q)1 SIDEWALL GIRT __ ii`1 Cl -4 Cl -4 �;Qo=a1 1 0 Q 0 I 7• i O OPEN ( ) 1 1 1 0 0 i 0 Q (OPEN) f1 0 i V Q 1a I I I () 1^ I (OPEN) L= ) () = = i l a Q Q L -0 Q ip 0 L O I -' v (OPEN) " 0 1 L Qo , .-- -. �_i c 0 i I I 0 ` -- -- ___________ __ GA -1 O _�: i`Q^ _1111 U GA -i O ^ O i loa -----�-------'U ---- —----------- _________ 0 __ _______—____ I CORNER GIRT L..- 1/8• CEA -2 GEA -2 I__ I I SID A' GIRT 1'-6' 1 5/8' Ft H I -6' (..� 7/g• 7/gam BY-PASS 2'-3 1 2' 1 5/B' 1I` 1'-7 1/2- 2" BY-PASS '-3 1/2- IN 1'-7 12 WF25 CORNER GIRT CONNECTION F25 -01 CORNER GIRT CONNECTION F24 CORNER GIRT CONNECTION AA CORNER GIRT CONNECTION WF24 OR BY-PASS ENDWALL AA OPEN INSET SIDEWALL GIRTS/INSET ENDWALL OPEN BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENOWALL AA OPEN BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA OPEN INSET SIDEWALL GIRTS/FLUSH (+RECAfTIOH: SII'flY PRECAVIION: µEREdN BNUDINGS COMPANY RECOMMENDS SAEIY PRECAUTION: AMERICAN BUILDINGS COMPANY RECOMMENDS � PRECAUTION: µERICµ BURdNGS CDMPANY ftECOMY•]IDS THAT ALL WORKERS WEM STEEL TOE SHOES MIERICAN ExILDINGS COMPANY RECOYYENGS TENT ALL WORKERS WEAR SiEFl TOE SH06 THAT ALL WORKERS WEAR SIEE1 TOE SHOESTHATALLWEARSHOES KITH METOTMSAL GUARD. EYE PROTECTION WITH YLTOfA 54�GlWiD, STEEL PROTECTION WITH AETOTASAL GUARD. EYE PROTECTION AND Hµ0 HATS. WITH METOTMSAL GUARD. EYE PROTECTION AND HARD HATS. AND WART FATS. AND Ww0 HATS. CL -2 CL -2 I I 1 I I I f ( (TYP.) 12/2'mXu�4" A3RAL 25L� ENDWALL i ENDWALL C'I� (2 STRUCTURAL BOLTS 112"0X1 1/4" A325 GIRT i ri-- ----� i CORNER GIRT W—c-_-V� (OPEN) (OPEN) Hlc c .^. C I I CL -4 (2) STRUCTURAL BOLTS (TYP.) O° i III( O v O I 2 STRUCTURAL BOLTS TAP. ( ( ) A325 CL -4 SIDEWALL GIRT SIDEWALL GIRT L-4 ' O L n I 1 2"0X1 1 4' A325 r'. u I 112"0X11/4• T—' T_ (1 00 1 .a 0 0 (1 0 r 0-1 ICORNER GIT )oof 10Q PEN) i Q PEN) CA-1 GA -t o c o� La 0 0 -------- a GA_) o o c l �_ 0 0 ------ ---------- -- _ i^ Q ------------------ -----------x(11111 _1 ^I ------------- _ _ ----------------------------- I �ll�lllL--- =--------- ---------------- L_.1/g• 1/8, LCL -4 I I I- 1 5/6' i— I/8' 1'-6" FLUSH5/8- 1 -6' 2'-3 i/2" BY-PASS INSET _ r BY-PASS 2'-3 1/2 - INSET 1'-7 1/2" WF26 CORNER GIRT CONNECTION F26 CORNER GIRT CONNECTION WF34 CORNER GIRT CONNECTION F AAA CORNER GIRT CONNECTION AA BY-PASS SIDEWALL GIRTS/OPEN ENOWALL (FLUSH OR BY-PASS) AA BY-PASS SIDEWALL CIRTS/OPEN ENOWALL (INSET) OPEN FLUSH SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA OPEN FLUSH SIDEWALL GIRTS/INSET ENDWALL SALTY PRECAUTION: AMERICAN BUILDINGS COMPANY RECOMMENDS SAFETY PREG4IRON' AMERICAN BURLDNCS COMPANY RECOFMENDS I SALTY PREfiLUJTIDN: AMERICAN BULLRINGS COMPANY RLTb11YEND5 THAT ALL WORKERS WEM STEFl TOE SHOES SAFEY PREOJ1170N: _ THAT�ALL WORIfQS WEAR STEEEI TOEMSHOES WTM METOTMS/1 GUARD, EYE PROTECTION THAT ALL WORKERS WEµ STEEL TOE SHOES THAT ALL WORKERS WEM STEEL TNXi SHOES WTTHI YEiCTATSAL GUARD. EHE PROTECTION SWM YE'RTNLSAL GUARD, EYE PflOIECIION AND LARD FATS - AND HMO ��. WITH YEMTARSAL GUARD. EYE PROTECTION AND HMD INTS AND HMD HATS. 1 1 (2) STRUCTURAL BOLTS (T.YP.) ),STRUCTURAL - BOLTS UC/J4' ) (2 STRUCTURAL BOLTS (TAP.) 1 1/4' A.725 { (OPEN) ( 1212 slXl 1/14• A325LT5 •) (OPEN) CL -4 �2'AOS XI I A32RAL 1)2.0X1 1/4' A325 (OPEN) GIRT SIDEWALL CL -4 CORNER GIRT (OPEN) CL -4 SIDEWN.L GIRT CL -4 CORNER GIRT 1 Q Q Q Q I 1 0 0 4 0 0 i 1 CORNER GIRT 1 a Q Q Q Q Q 0 a 0 =1 i a 0 0 0 Q 0 0 Q 1 Q Q ^I 0 0 "1 0 0 0 0 1Q 0 0 a; �- GA -I �a 0 0 CORNER GIRT 0 0 0 0 0, Ia Q 0 0 L Q OI CQ =j 0 0 0 0 a; �0 - -1 I 1,--, ---------- - -- GA-1 -- ------------ -- ------- -- -------- - -------- ��/g. RUSH SIDEWALL GIRT SIDEWALL GIRT I--.1/8" FLUSH1 -6' GFA -2 G�-22'-3 1/2" 1 5/8. 1'-7 1 2' BY-PASS2'-3-1/2- INSET 1'-7 1/2' }I WF35 CORNER GIRT CONNECTION F350 CORNER GIRT CONNECTION WF36 CORNER GIRT CONNECTION F36 AA CORNER GIRT CONNECTION I AA FLUSH SIDEWALL GIRTS/OPEN ENDWALL (FLUSH OR BY-PASS) , AA FLUSH SIDEWALL GIRTS/OPEN ENDWALL(INSET) INSET SIDEWALL GIRTS/OPEN ENDWALL(FLUSH OR BY-PASS) AA INSET SIDEWALL GIRTS/OPEN ENDWALL(INSET) SCALE: DATE TYPICAL WALL FRAMING CONNECTION DETAILS ��� DRAWN BY: THG CHECXED BY: 13U DESIGN APP'D BY: . DRAFTING - NUMBER DWF-3.0 REV.NO. 0 .._ ...•........., .....o .... .� ,,.n•v xn RMRTON MADE CE'D. DATE_[No. REVISION MADE CLCD. DATE 189V®: 12-1-97 rt OF RAFTER WORKERS SHOULD BE TRAINED IN I M PROPER EIWIOM PF0CmURE1 • FOR ALL +OBS $ (2) STRUCTURAL BOLTS PURUN 10.16 cm 1/70 X 1 1/4" A325 "TOP'' MARK STRUCTURAL B ANTI -ROLL CLIP i/Y0 X 1 1/CL-12 ' PURLIN I PURLIN WEB REINFORCEMENT ai PURLINS CL -13 - 9 1/Y PURUNS TRUC 5/2-0 XR1L1/4" A325 ' CUP CL PURCL-�IS WEB REINFORCEMENT CUP CL -14 - 12- PURLINSCL-12 ANTI -ROLL CLIP m 6' PURLINSCL-13 -15 = 9 1/Y PURUNSOLTS 425 C1N/4' RAL BA325PLATE ((2 MUST BEAR ON RAFTERATE MUST 13EAR ON RAFTER BOLTSRAFTER RX C1 'TOP' MARK OP" MARK TO TOP 12)70 1/4 A325 RAFTER (2 SRAFTER 1170 X 1 BOLTS RX RFSa 1) X iBOLTS A32 1/4" A325 (2)1TUiRAL )ST Rx TURA/L BOLTA3212170 A325 AA (2)_SOTR)UCTUIR/AL" BOLT l/ SAFETY PREGUFTIOFk [ACN WOFECER SHDUID BEMAP40 - SAFETY PRECAUT1011 ALWAYS WEAR OSHA APPROVED ETT SAFETY PRECAUTIO'k ALWAYS WEAR OSHA APPROVED EYE TO USE THE SAW ARID Y05T PRDIOt1CRVE ERECTION TECKINIOJ S. PROTECTION NEN OPERATDIO ORELS OR ELECTPoC SGRO GRFF6 PRDTECf1DM WHEN OPERATM DRILLS OR cvCIRC SCREW GUNS RAFTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI -ROLL DETAIL UPHILLFR—F-5-0-1 ANTI -ROLL DETAIL DOWNHILLI RFSOA AA AA RIGID FRAME RAFTER AA RIGID FRAME RAFTER AA PROTEC7ID PE160wA. N EOUwMOR PRECAUIrOt WpRER PERSONAL PROTECTION EOtPPYEN7 sNoDID Awn MEET osw suNDwDs. sHoutD ALwY1 uEET osu suNDAaDs. PURLIN --------------------------------------------- PURLIN ' PURLIN O O ANTI -ROLL CLIP PURUN ANTI -ROLL CUP CL -12 '= 8" PURUNS CL -13 = 9 1/2- PURUNS CL -12 T PURUNS 11 CL -13 9 1/2" PURLINS I` CL -14 12- PURUNS ------------------ ----- - --- -------------- r - --- - RAFTER ;�-_ - IP ____-7.UPPOR RF52 ANTI -ROLL CLIP ________ CL�120LL 6'PURLINSRAA6 ____- ® ® AA CL -12 8' PURLINS ® 9Y /P"RUNS U(FARSIDE) RAFTER CL -13 = 9 1/Y PURUNS ----- ------- ® CL- 14 = SUPPORT CUP CHANNEL SUPPORT CUP CL 14 = 12- PURUNS CL -11 CL -11 CHANNEL SUPPORT CUP ® CL -it COLD -FORMED RAFTER STRUCTURAL BOLTS (TYP.) T CLIP TYP.) STRUCTURAL BOLTS (TYP-),T 1/2-0 X 1 1/4' A325 SAFETYPKCAUn� STRUCTURAL BOLTS (TYP.) CL -11 1/2-0 x 1 1/4' A325 STRUCTURAL BOLT (TYP.) PUT WORXER 1/2-0 X 1 1/4" A325 • COLD -FORMED RAFTER 1/2-0 X 1 1/4" A325 ' SAFET'i PR[CAUTIOIk PUf WOitNER SAFEI7 FI=ST. ANTI -ROLL DETAIL RF51 ANTI -ROLL DETAIL UPHILL RF52 ANTI -ROLL DETAIL _ RF55 ANTI -ROLL DETAIL DOWNHILL RF56 - COLD -FORMED ENDWALL RAFTER - AA COLD -FORMED ENOWALL RAFTER I AA COLD -FORMED ENDWALL RAFTER AA COLO -FORMED ENDWALL RAFTER AA SAFETY PREF FI OF RAFTER INSTALL ADDITIONAL ROOF FASTENERS ROOF PANEL- BE �NED w AT ANTI -ROLL CUPS FINE PROPER CIM70M PROCEDURES FDR ALL JOBS 4" INSTALL ADDITIONAL ROOF FASTENERS 10.16 cm AT ANTI -ROLL CLIPS - STANDARD ROOF FASTENERS I (LOCATED EACH SIDE OF wcN RIB) _ ROOF FASTENER ROOF PANEL ®12x1 1/4 -- ----"-------- --------- ------------- --- PURLIN •-e LONGSPAN ROOF PANEL ' 1'-0" O.C. STANDARD ROOF 30.48 cm O.C. ROOF FASTENER O #12X1 1/4 1'-O" O.C. UAsnC 1•_C LONGSPAN ROOF PANEL LIP - 2 STRUCTURAL BOLTS 1/2'0 X 1 1/4" A325 TOP 30.48 cm O.C.-- 1 PURUN WEB _ --" REINFORCEMENT CLIP _ -- '- —STANDARD ROOF FASTENERS CL-15 (LOCATED EACH SIDE OF NIGH RIB) FR-F-56-1-_-------_- ANTI120LLgC,UPURUNS AA - DaRA PURUN wRut, SPACING -- ST D I CL -13 9 1/2- PURLINS I `'P PLATE MUST BEAR ON CL -14 1Y PURUNS (FAR SIDE)- 1 STANDARDPURUR _ E RAFTER -TOP" MARK CHANNEL SUPPORT CLIP TO TOP m CL -11 r -_---N tD-- -- _____----- STRUCTURAL BOLTS (TYP.) t/Y0 X t 1/a" A325 COLD -FORMED RAFTER sAFEry vREaamON: NOT ON.PDo RF54 PURUN NANELOTLSTEPWAYS ON OWN FLAT SURFACE PANELS UNTIL FULLY SECURED WITH AA. FASTENERS 41(2 STRUCTURAL BOLTS 2-0 SAFETY PR[CNRT01! rwsT, - x 1 1/4 A325 PUT WDTeTOI suETIF RAFTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI -ROLL DETAIL RF51 LONGITUDINAL EXPANSION JOIST IN ROOF _RC81 LONGSPAN PANEL BA COLD -FORMED ENDWALL RAFTER LONGSPAN PANEL BA LONGSPAN ROOF RA SCALE: DATE ANTI -ROLL CLIP DETAILS AND PURLIN WEB REINFORCEMENT CLIP DETAILS EUFAULA AIABATLI [NUMBER DRAWN BY: TON caecxED BY: ew DESIGN APP'D BY: DRAWING REV.NO. DWR=1 1 REVISED RF54AA THG BLJ 2-98 ISSUED: 3-96 mmummimm wommmum .1 p N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE Release No. R002913 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL. PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING'ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. SAFETY PRECAUTION: WORKERS SHOULD ALwATs YIF/R QDVES WHEN NAROUNG PARETS. ` TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES SQUARE SQUARE RIGID SAFETYPR STAY WELL IN CLEAR OF ALL LOADS WHO MOVED BY ANY TYPE OF LIFTING DEVICE KEEP HANDS AND FEET CLEAR OF MOANG LOADS, THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL. F- PRFSJJRION: THAT ALI WORDINGS EAR STI' RECOMMENDS THAT ALL MARKERS WEAR STEEL TOE SHOES MTMARD HAS GUARD. EYE PROTECTION AND AWED HATS.. SAFEiY PREG4RION: DO NOT SiFP, SR OR CIMB ON WALL GIRLS OlE EAYE 51RNi FNLURE TO ANAE I TO MI5 PREGURON MAT RESULT N A SIIOOUS INJURY. IGID FRAME COLUMN IG P�— BLOCK ABOVE GROUNDTIE DOWN INSTALLATION E THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION. CHECK TO. BE SURE THAT THE EAVE STRUT AND CARTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING PANEL STORAGEF-RC-51-1 BUILDING ALIGNMENT EO1_ TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, LONGSPAN BB ONE UNE OF BLOCKING PER BAY WILL BE SUFFICIENT. AMERICAN ROOF AND WALL PANELS AMERICANS ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS GROUND MOISTURE AND DETERS PEOPLE FROM WALKING 'ON THE PACKAGES. ONE END OF THE PACKAGE SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION 'CAUSED BY TRAPPED MOISTURE -IS OFTEN CALLED WET STORAGE STAIN. THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO REMAIN ON THE PANELS. HOWEVER. MOISTURE IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE THEREFORE, IT IS IMPERATIVE THAT ALL PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY THE PANELS AT ONCE AND STORE IN A DRY. WARM PLACE, IF POSSIBLE. WHEN HANDUNC OR UNCRATING THE PANELS, LIFT. RATHER THAN SLIDE, THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING SURFACE. WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES RC95 AA OVERLAPPING RIB OUTSIDE (THIS RIB OVERLAPS ��-----� PRECEEDING PANEL) -----� -J ' `BEARING RIB BEARING RIB ` (BEARING LEG GIVES SUPPORT TO SIDELAP) DETAIL DETAIL -a- WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS ITEL F12 X 1 1/4 SELF DRILLING CARBON STEEL NEI MEAD BUND RIVET MARK N0. 1/6 RNLI MSCRIPnON 112 % 1 1/4 TEX4 SELF ORILUNG CARBON STEEL HEX HEAD FASTENER WITHOUT WASHER SHEET TO STINCNRAL CONNECTIONS FASTENER WITHOUT WASHER MARK NO. 112X1 1/4 50NHT4' MARK NO. 112%1 1/4 SOHH APP IC TON STRUTS. ETC.) APPLICATI ' TO PANE LAPS AND NASMIYL TO PANEL CONNECTIONS MPI K'ATION (STEEL THICKNESSES GREATELUDINA TWIT 12 G (STE CLIPS AT OVERREAD OOURS, INCLUDING ANDUP TO ANDIN 1/4) WAIT DOORS ETC FIELD STRUCTURAL A7TACIIYENTS Im DESCiDPnON 112 X 1 1/4 $ELF DRILLING COU19 MATCHING HEX HEAD FASTENER WITH CLEAR WASHER MARK NO. /12%1 1/4 EDHCW 1/0APPJunoN SHEET TO STINCNRAL CONNECTIONS 1 (EASE 8 CABLE ANGLE, GIRTS, EAVE STRUTS. ETC.) DESCBIffiCtl D/16 OMETER R.r7 WTH WASHER MARK NO. SRI -1 MRIGTION I SIDELIGHT SIDELAP CONNECTIONS (SPECIAL NOSEPIECE REQUIRED) 1 J � p_i12 % 11/2 TEKS SELF ORIW CARBON STEEL HEX MEAD FASTENER WITHOUT WASHER NARK N0. 112X1 I/2 50HHT5 APPLICATION (STEELPnTO AYNESCLUREATER/2 DoFrTHAN 1/4' ING FAND IELD2N STRUCTURAL I ATTACHMENTS OEStapnoQFSCRIPTID T177''TTT1 #14n% 7/6' 110 X 1/2 SELF ORIWNG COLOR LATCHING HEX HEAD SELF TAPPING CARBON STEEL NIX DEi CRIPTION FASTENER WITH CLEAR WASHER HEAD FASTENER WDHOIR WASHER i10 % 1 1/2 MARK NO. 114%7/8 SOMCW MARK NO. IIOXI/2 STHN $ELF TAPPING CARBON STEEL HEX HEAD MPI If TION FASTENER WITH WASHER APPI ICATION MARK NO. 110Xi 1/2 STHHW PANEL SIDELAP CONNECTIONS, FLASHING TO WINDOW JAMB MUuIONS PANEL CONNECTIONS AND OTHER SHEET TO APPIJC•TION SHEET CONNECTIONS PANELS TO WOOD STRUCTURE (1/4' HEX HEAD SOCKET REQUIRED) .NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES WC61_ LONGSPAN WALLS B A i 1 , 5T IT TY PREGIlTION: SAFET'T PREC IRON: t DONOTSTEPONPANELSUIML FULLY SECURED WITHSURFACE FASTFNEAS. f E ,.r I nAlrccAN PANEL FICATION MARK NUMBER r EXAMPLE LP 2 30.0+ 7 ` . 30'-0' IN LENGTH 24 GAGE (24 k 26 GAGE AVAILABLE) 1 LONGSPAN r1 1� f'. ERECTION OF THE LONGSPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE, THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL. THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE. INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS RC63 LONGSPAN I BB ERECTION NOT S: 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD. BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPUCABLE. 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PANTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION NOTES -RC-9T LONGSPAN BA SCALE: DATE DRAWN BY: TON CBECEED BY: BW 'DESIGN APP'D BY: ISSUED: 12-1-97 2 X (BYY OTHERS) KING GIRT SPACING TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED: REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. GIRT BLOCKING GE03 AA SAFETY NOTES: AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE NL S,AI- WORKER DSAFETY. SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP A MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS. RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO INSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SLIPPING OR FAZING. YOU SHOULD MAINTAIN A FIRM, SME POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURUNS. SAFETY COMMITMENT FGE70 AA LONGSPAN WALL PANEL�T'E� k BASIC ERECTION DRAWINGREV.N NUMBER LSW-1.0 D C' SAFETY PRECJJJ110N: WORKERS SHOULD ALWAYS WFM GIRT DEPTH SAFETY WORKERPERGSONAL PROfECGIRT DEPTH RON EQUIPMENT SAFELY PRECAUDON: W0RI�75 SNOULD ALWAYS WFM GIRT DEPTH SAFET WORK PREGUIION: MENT �E K����cnONµ�� GIRT DEPTH ctwr3 WHEN HANDLING YETK SURFACES WRH SWRP kDCES. SHOULD ALWAYS MEET OSHA STANDARDS.vETALDS. cLDVES WHEN NANDuvc SURFACES MTM S/WTP EDGES. RAFTER EAVE STRUT RAFTER EAVE STRUT . EAVE STRUT " EAVE STRUT RAFTER RAFTER STRUCTURAL BOLTS STRUCTURAL BOLTS STRUCTURAL (4) % 1 TS (4) 1/2.0 X 1 1/4' STRUCTURAL BOLTS STRUCTURAL BOLTS (4) 1/20 z 1 1/4� A325 BOLTS A325 BOLTS (4) 1/20 x 1 1/4� A325 BOLTS A325 BOLTS EAVE STRUT BRACKET\77 EAVE STRUT BRACKET (SHOP WELD) EAVE STRUT BRACKET ' (SHOP WELD) EAVE STRUT BRACKET (SHO (SHOP WELD) (SHOP WELD) COLUMN COLUMN COLUMN COLUMN EAVE STRUT CONNECTION RF31 R _EAVE STRUT CONNECTION AT HIGHSIDE EAVE STRUT CONNECTION RF32R EAVE STRUT CONNECTION -AT HIGHSIDE FRT _37W BY—PASS GIRTS / DIAGONAL HAUNCH SPLICE I AA BY—PASS GtRTS / DIAGONAL HAUNCH SPLICE AA BY—PASS GIRTS / VERTICAL HAUNCH SPLICE AA BY—PASS GIRTS / VERTICAL HAUNCH SPLICE AA SAFETY PREuunoN: SAFETY PRECAUDOM: WORKERS SNOULD ALWAYS WFM WORKS SAFETY PRECAUTION: WORKER PERSONAL PROTECTION EOUIPMENT SKETT PRECAUDON:" WORKERS SHOULD ALWAT$ WFXH WORKER PERSONAL THAST EON Y SHOULD ALWAYS MEET OSHA STANDARDS. WHEN HANDUNO METAL SHOULD ALWAYS MEET OSHA STANDARDS. UAkS WHEN IWHOUNCCLOYEMFTK SURFACES WITH SNARP EDGES. SURFACES WTM SHARP EDGES STRUCTURAL BOLTS (4) 1/2.0 X 1 1/$ STRUCTURAL BOLTS STRUCTURAL BOLTS A325 BOLTS STRUCTURAL BOLTS (4) 1/4• (2) x 1 1/4' (2) x 1 1/4' EAVE "STRUT PLATE 250BOLTS 3251/2" A325 BOLTS A3251/2' A325 BOLTS (SHOP WELD) ESP -1 EAVE STRUT PLATE RAFTER (SHOP WELD) EAVE STRUT RAFTER ESP -1 EAVE STRUT SAVE STRUT RAFTER SAVE STRUT RAFTER EAVE STRUT PLATE EAVE STRUT PLATE ESP -1 ESP -1 1 1/2'1 1/2' COLUMN STRUCTURAL BOLTS COLUMN (2) 1/2'0 x 2' A325 BOLTS STRUCTURAL BOLTS ' W/ONE WASHER PER BOLT ( •WASHER COLUMN COLUMN W/ONE PER BOLT EAVE STRUT CONNECTION IRF31 Q EAVE STRUT CONNECTION "AT HIGHSIDE IRF360 EAVE STRUT CONNECTION RF32Q SAVE STRUT CONNECTION AT HIGHSIDE RF370 INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS / VERTICAL HAUNCH SPLICE I. AA INSET GIRTS / VERTICAL HAUNCH SPLICE AA L " SAFETY PRECAM'IN: SAFETY PREf.UM— WORKERS SHOULD ALWAYS WEM SAFETY PRECMJRON: WORNFJE PERSONAL PROTECTION EQUIPMENT SAFETY PRECAURON: WORKERS 9WLRD KWAK WEM _ WORKER PERSONAL PROTECUON EOUIPMENf SHOULD ALWAYS YFEf OSHA SEAN6WOS QlCdS WHEN IVNOUNG YETK SHOULD ALWAYS MEET OSHA STANDARDS. CLOVES WHEN WWpJNC PETAL SURFACES WITH SHARP EDGES. STRUCTURAL BOLTS SURFACES WHM SNARP EDGES (4) 1/2'0 X 1 1/4' A325 BOLTS STRUCTURAL BOLTS EAVE STRUT PLATE (4) 1/2.0 X 1 1/4' . (SHOP WELD) A325 BOLTS H ESP -1 SAVE STRUT PLATE RAFTER RAFTER (SHOP WELD) EAVE STRUT ESP -1 SAVE STRUT SAVE STRUT . RAFTER SAVE STRUT RAFTER 1 STRUCTURAL BOLTS STRUCTURAL BOLTS 4 (4) 1/2"0 x 1 1/4' (4) 1/2'0 x 1 1/4' . I A325 BOLTS A325 BOLTS COLUMN COLUMN 4 COLUMN .. COLUMN EAVE STRUT CONNECTION RF31 P EAVE STRUT CONNECTION AT HIGHSIDE RF36P EAVE STRUT CONNECTION RF32P EAVE STRUT CONNECTION AT HIGHSIDE FRT 37P FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE I AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE AA SCALE: DATE TYPICAL EAVE STRUT CONNECTION DETAILS M1UL ?ig;5" DRAWN BY: TON CBECH® BY: BW DESIGN APP'D BY: DRAWING NUMBER _ RSV.NO. 0 N0, REVISION MADE CICD. DATE NO. REVISION MADE CR'D. DATE NO. REVISION MADE C%'D. DATE NO. ISSUED: 12-1-97 EACH PRKER S�&i= TACH LIDRIIFR AF I PURUN T Ull TIYIE � ----------------------------------- ------------------------- ----------- -- --------------- ::: (2� STRUCTURAL BOLTS (TYP.) SSE DETAIL RF01/AA 1/2.0 X 1 Ile A325 ;___ DWALL RAFTER OR COLUMN $AiEIY PREEJNAX*k •ORMPERSONAL PROTECIIDM EDumMOR SHOLRD ALl1AT4 MEET 05m STANO&RM PURLIN RIDGE BRIDGING CUP CBC -1 - 1/4.1/2 & 1/12 SLOPES 2 1/2' 6.35 cm CBC -4 4 /1 2 SLOPE V? STRUCTURALFASTENERS (TYP.) 2X1 1/4 SDHH 5*ETT PREGWTION: WORKERS SHOMD BE TRAP/ED W 1NE PROPER ONECTION PI10CmUNL4 EOR ALL JOBS STRUCTURAL BE W/ 2 WASHERS AT FRAME BRAC 1/2"0 X 1 1/e :E PURLIN CONNECTION DETAIL AT ENDWALL RAFTER RF04R STANDARD PURLIN LAP R01 BY-PASS CONDITION AT ENDWALL COLUMN LOCATIONS 1, AA BY-PASS CONDITION I AA i 8R17 AA t' r SCALE: DATE DRAWN BY: THG TYPICAL ROOF FRAMING BUPAUTA AL'RAMA _ CHECKED BY: BW CONNECTION DETAILS ' i REVISED RF01AA. BR17AA TBG THG 2-98 DESIGN APPID BY: DRAWING REv.N°' REVISION CK'D. DATE ISSUED: 12-1-97 NUMBER DRF -2.1 O NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE N0. MADE Blease N. 00298 COLUMN LOCATIONS A A ymT PREuuTION EACH �sisDru BL TR DIED sArm PraauR DLN Oa[A BE FOR ANTI -ROLL OR WEB REINFORCEMENT MOST TO USE THE SAFIW AND UM' ._ 7 8D i CLIPS 7 g' PNiOOUCIM 6RECIWN IECIDNIOLI[S PRODVCm[ ERECTION TEODO PURUN sAi[TT PRECALR1 E1 4 -D' I'- 11 7/8" W M rOptEa SKETY -.7 5'-0' 2'-5 7/8' O 6'-O' 2-11 7/8' R PURUN......... .. ....:.. . .... ..:. _.. _......... ----- --- ------- - -- ------------- --------------------------------------- N T 1 1 L• 4 1 1/4' PURUN ----- .----------------------=----------------------- FRAME BRACE (AS PER DESIGN) •-------------- --------------- 1777STRUCTURAL BOLTS (TYP.) RAL (TYP.) 12>250X1U Ile STRUCTURAL BOLT (TYP.) A3251TS SEE DETAIL RFOt/AA SHOP WELDED PLATE 1/2.0 X 1 1/e A325 1/2'0 X 1 Ile A325 WITH ROLT AT ENDWALL ie1 w e..roe orrnnocn DCO Rn, T :E PURLIN CONNECTION DETAIL AT ENDWALL RAFTER RF04R STANDARD PURLIN LAP R01 BY-PASS CONDITION AT ENDWALL COLUMN LOCATIONS 1, AA BY-PASS CONDITION I AA i 8R17 AA t' r SCALE: DATE DRAWN BY: THG TYPICAL ROOF FRAMING BUPAUTA AL'RAMA _ CHECKED BY: BW CONNECTION DETAILS ' i REVISED RF01AA. BR17AA TBG THG 2-98 DESIGN APPID BY: DRAWING REv.N°' REVISION CK'D. DATE ISSUED: 12-1-97 NUMBER DRF -2.1 O NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE N0. MADE Blease N. 00298 COLUMN LOCATIONS AT FRAMECONNECTIONS -BRACE- RAFTER LAP A PATTERN 2'-O" 0'-11 7/6' K YENDWALL 3'-0" 1'-5 7/8* M ENDWALL RAFTER OR COLUMN (CHANNEL) RAFTER (CHANNEL RAFTER) sAi[TT PRECALR1 E1 4 -D' I'- 11 7/8" W M rOptEa SKETY -.7 5'-0' 2'-5 7/8' O 6'-O' 2-11 7/8' R :E PURLIN CONNECTION DETAIL AT ENDWALL RAFTER RF04R STANDARD PURLIN LAP R01 BY-PASS CONDITION AT ENDWALL COLUMN LOCATIONS 1, AA BY-PASS CONDITION I AA i 8R17 AA t' r SCALE: DATE DRAWN BY: THG TYPICAL ROOF FRAMING BUPAUTA AL'RAMA _ CHECKED BY: BW CONNECTION DETAILS ' i REVISED RF01AA. BR17AA TBG THG 2-98 DESIGN APPID BY: DRAWING REv.N°' REVISION CK'D. DATE ISSUED: 12-1-97 NUMBER DRF -2.1 O NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE N0. MADE Blease N. 00298 0 knift "wGw s1C9YPA1f/ NEcowENos )MN AMAIN BMW= =mw =01"mos 0'-11 7/8• TINT ALL voow R3 KMt SiEEl TOE 511005 3•_(r 1'-5 7/8' TINT ALL TOwn NEM MCL TOC SIKIES WN YCIOTANSAL CWN0. EVE VRORCIION 1'-11 7/8• W 2'-5 7/8' w"11ETOWSAL 6tNN0. CVL PNOTCCTION ' 6'-0' 2'-117/8• AND Kow INR AAO to" IIAR COLUMN - •' - (2 STRUCTURAL BOLTS (TYP.) --....... 1)2'0 X 1 1/4• A325 GIRT CUP CL -4 1 O 1 1 1 O i E i FRAME BRACE x i h i (AS PER DESIGN a 1 it n 1 W 1 O 1 O 1 1 n E AT FRAME BRACE CONNECTIONS (2) WASHERS REOUIRED PER B —cc SIJEIV vweUu7ll01e 'M NOfMER SAit:TY NASI. 6 1/4' I 6 1/4• 15.875cm 15.875cm15.B75cm GIRT VV,) FASTENERS 2X1 1/4' SDHH i X1/4• clRr 12)2'0X1U 1/4" A325Lrs (TYP.) LAP A PATTERN )MN 2•-0' 0'-11 7/8• K 3•_(r 1'-5 7/8' M 4•-0' 1'-11 7/8• W 2'-5 7/8' 0 6'-0' 2'-117/8• R GIRT CONNECTION TO COLUMN FO1 P I GIRT CONNECTION TO COLUMN FO1 I STANDARD GIRT LAP RFO2 FLUSH GIRTS I AA INSET CIRTS I AA BY-PASS CONDITION BAA 12)2'0TRX ITURAL i/4• BA3 5 OLTS (TYP.) 2 1 2' 6 35c 12/2'0 RX 1 TURAL 1/4" A325 BOLTS (TYP.) GIRT CUP CL -4 9 1 Y 24.13cm BY—PASS GIRT AT ENDWALL WF58 I BY—PASS GIRT AT ENDWALL F59 8' ZEE AA 9 1/2' ZEE I AA I0 XU`i 1%4 A325 (TMP 12)2'BOLTS (2 STRUCTURAL BOLTS 192-7 X 1 1/4' A325 FRAME -ENDWALL COLUMN 12)2'0 X 1TU1RAL A325 BOLTS (TYP.) CLIP fCL-4 ENDWALL COLUMN FRAME BRACE (2 STRUCTURAL BOLTS (TYP.) ' 1)2.0 X 1 1/4' A325 1 - t 1 1 1 1 1 1 1 i i GIRT CUP GIRT 4CLIP CL -4 1 1 L J •.� ------------------------------------ ------------------------------------ GIRT GIRT BY—PASS CHANNEL ENDWALL INTERIOR COLUMN F6O BY—PASS HOT ROLL/BUILT—UP ENDWALL INTERIOR COLUMN IWF61 AA I AA (2 STRUCTURA 112'0 X 1 1 / 12, 9 1 Y 30.48cm 8" 24.13cm j 20.32 I, BY—PASS GIRT AT SIDEWALL F55 BY—PASS GIRT AT SIDEWALL WF56 BY—PASS GIRT AT SIDEWALL WF57 8' ZEE AA 9 I/2' ZEE AA 12' ZEE AA SCALE: DATE DRAWN BY: TON TYPICAL PURLIN / GIRT EUFAULA ALABAMA CHECKED BY: BU CONNECTION DETAILS 1 REVISED RF02AA TBC THG 2-98 DESIGN APP'D BY: DRAWING REV.NO. ISSUED: 12-97 1 1 NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE NUMBER DWF-1.1 0 Q.1- Nn Rnn1QR Sf YA 11 TNEwPR OF LOADS WMG uoYEo Br ANr TYPE LIFTING oETTcc a< SURE TO KEEP HANDS SAFETY PRE- TW" STAY WELL N 11( CIFM Di LDADS BEING MwED SY ANY TYPE LIFTING DEVICE. SE SURE TO KEEP HANDS STAT WELL THEN M a LMOS BEIlIC .YOYED Br ANY TYPE UFTINC DL/ICE BE HIRE m STAY THE IXLAR a LOWS KING MNEO Br ANY tYPE IBTDK' DEVICE. BE SURE ro KEEn WINDS AND FEET CLEAR OF AIMING MND^ AND FEET cam OF WOWNG UwS. K® NANOS AND FEET CLEAR a uorwD IDADS AND FEET DIEM Of 1O+R6 IG�OS. ---------------- O-- PENDWALL ENDWALL RAFTER ENDWALL RAFTER (CHANNEL RATTER) R R) o HICHSIOE ENDg(U.N.) HICHSIDE CORNER COLUMN CORNER COLUMN I ICORNER (CHANNEL COLUMN)STRUCTURAL COLUMNCORNER COLUMN STRUCTURAL BOLTS BOLTS (4) I/Y0 X 1 1/4' ' I (2) 1/Y0 X 1 1/4' (2) 1/Y0 X 1 1/4' A325 BOLTS (U.N.) A325 BOLTS (U.N.) A325 BOLTS (U.N.) CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF11 CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE lEFl2W CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE EAVE EF14_ COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION I AA COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA INTERIOR COLUMN CUP ANGLE STRUCTURAL BOLTS WORN SSHOULDW' • WORKERS SHOULD OE TRAINED N STRUCTURAL BOLTS (2) 3/4'0 X Y A325 BOLTS (U.N.) THE CORREcr AND INE OPERATION -------------------- _ ----------------- 3/4'0 X 2 3/4' A3T5 . FOR ALL 9 1/Y C RAFTERS or UmNc EGUIPMEM. _-___---__---"___-"--- ____ — _------_- 1 ------------ ------ WITH TWO WASHERS EACH STRUCTURAL BOLTS N.) l T 3/4'0 X 2 3/4' A325 (4) 3/4.0 X Y A325 BOLTS (U.N.) + T STRUCTURAL BOLTS FOR ALL 1 Y C RAFTERS (4) 3/4'0 A325'S (U.N.) --ENDWALL p RAFTER RAFTER) — ----"------------- l(CHANNEL TT STRUCTURAL BOLTS SIDE VIEW —ENDWAL (4) 3/4'0 A325'S (U.N.) ENOWALL RAFTER (CHANNEL RAFTER) SAFETY PREaDroN: EACH WORKER SHOULD BE TRAINED 1_ i .. . 70 USE THE SAFEST AND MOST PRODUCTIVE ERECTION TECHNIQUES. ENDWALL RAFTER - T OF RIGID FRAME RAFTER 'ENDWALL RAFTER SPLICE DETAIL EF21_ ENDWALL RAFTER SPLICE DETAIL EF22 ENDWALL RAFTER RIDGE DETAIL EF23 RIGID FRAME COLUMN TO RAFTER ENDWALL WITH CENTER COLUMN EF29 RAFTER TO RAFTER CONNECTION AA RAFTER TO RAFTER CONNECTION AA RAFTER W/RIDGE BOLTED SPLICE I AA CONNECTION AA • SAF ETY AMERICAN W COMPANY REC0101F105 THAT ALL WORKERS NEAR STEEL TOE SHOES SAFE" PREC� WORKERS SHOULD BE TRAINED N M PROPER CRE COON PROCEDURES PERSONAL SHOULD PERSOIML PROTEA FI EDAR MEM WORKER SHOULD ALWAYS MEET OSHA SrMDWOS STAY C PRECAUIKII! STAT CLEAR of ANr M0N4; LW0. MAKE All iRNIRIG 6 PROPE%Y MEfOTMSAL GUARD. EYE PROTECTION AND HARD ARS FOR ALL RX15. _ BRACED OR GUYED SUCRE UFT)NG LINES EMOWN MC REMOVED. ELI I I I i I \ I STRUCTURAL BOLT I I STRUCTURAL BOLT I ` STRUCTURAL BOLT STRUCTURAL BOLT ; I (2) 3/4'0 X 1 3/4' I I I (2) 3/4'0 X 1 3/4' (2) 3/4'0 X 1 3/4' (2) 3/4'0 X 1 3/4' i I A325 BOLTS W/ONE H.T. I A325 BOLTS W/ONE H.T. A325 BOLTS W/ONE H.T. A325 BOLTS W/ONE H.T. i ENDWALL INTERIOR COLUMN I WASHER PER BOLT ENDWALL INTERIOR COLUMN i WASHER PER BOLT I I WASHER PER BOLT , WASHER PER BOLT (CHANNEL) I (CHANNEL) i i ENDWALL RAFTER ENDWALL RAFTER I I ENDWALL RAFTER ENDWALL RAFTER i (CHANNEL RAFTER) i i ENDWALL INTERIOR COLUMN ENDWALL INTERIOR COLUMN (CHANNEL RAFTER) i ' I - i I COLUMN CLIP (SHOP WELDED) COLUMN CLIP I I I I (SHOP WELDED) ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26W ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF27 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF27W COLUMN TO RAFTER CONNECTION I AA COLUMN TO RAFTER CONNECTION I AA COLUMN TO RAFTER CONNECTION I AA COLUMN TO RAFTER CONNECTION AA SCALE: DATE TYPICAL ENDWALL FRAMING CONNECTION DETAILS BUYAULA . ve WBAYA DRAWN BY: TON - CHECKED BY: Bu 1 REV. EF: 23. 26, 26W. 27. 27W AA ADDED EF29AA THG CWC 4-98 DESIGN APP'D BY: DRAWING NUMBER DEF -1:1 REV.N0. 0 NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12-1-97 ReleOoe No. RD0598 RIGID FRAME COLUMN RIGID FRAME RAFTER SAFETY PRECAUTION: AMERICAN BUILDINGS COMPANY RECOMMENDS THAT ALL WORMERS WEM STEEL TOE SHOES WITH METOTARSAL GUARD. EYE PROTECTION AND HARD HATS. SIZE RCE AND QU ET TY) OR DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 I INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIGID FRAME I AA RIGID FRAME RAFTER AA EPRECAUTION: F/GH WORKER SHOULD IETOPANo TO—USE THE SAFEST TE MOST _ PRODUCTIVE ERECTION TECH? RIGID FRAME COLUMN HICTu FNJM N: EAGH WORKER SHOULD BE YAWNED M USE THE SAFEST AND MOST SAFETY PROOUCTNPREECAEPECUTIOTION TECHNIQUES. sMETY SECTIO FOR WORKER PERSONAL : PROTECTION EQUIPMENT (SEE CROSS SSIZE AND SEO SHOULD ALWAYS MEET OSA STANDARDS. RIDGE RAFTER CONNECTION DETAIL MF22 RIGID FRAME RAFTER I AA STAUCTIIRAL BOLTS R.i. RAFTFA BOLT CAGE (TYPICAL) ±, SLATE 'jam` V PLATE �E (TYPICAL) WUNGH SPLICE STRUCTURAL BOLTS PUTS (RARER) RIGID FRAME COLUMN I II IL-K4UNCH (COLUMN) UM SAFETY P�GJlIION: rT > I/B' SAFETY PRECAUTION: STAY WELL IN THE CLEAR OF LOADS FOR ALL JO89. BONG MOVEDBY ANY TYPE UFTDIO IMOS AND FOEMCFEET CLEARSURE OF MOVINKEEPG LOADS. . COLUMN STRUCTURAL BOLTS (TYP.) SEE CROQUAENTCITY) FOR (SZE AND RIGID FRAME COLUMN RIGID FRAME RAFTER SAFETY PRECAUTION: AMERICAN BUILDINGS COMPANY RECOMMENDS THAT ALL WORMERS WEM STEEL TOE SHOES WITH METOTARSAL GUARD. EYE PROTECTION AND HARD HATS. SIZE RCE AND QU ET TY) OR DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MF11 I INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIGID FRAME I AA RIGID FRAME RAFTER AA EPRECAUTION: F/GH WORKER SHOULD IETOPANo TO—USE THE SAFEST TE MOST _ PRODUCTIVE ERECTION TECH? RIGID FRAME COLUMN HICTu FNJM N: EAGH WORKER SHOULD BE YAWNED M USE THE SAFEST AND MOST SAFETY PROOUCTNPREECAEPECUTIOTION TECHNIQUES. sMETY SECTIO FOR WORKER PERSONAL : PROTECTION EQUIPMENT (SEE CROSS SSIZE AND SEO SHOULD ALWAYS MEET OSA STANDARDS. RIDGE RAFTER CONNECTION DETAIL MF22 RIGID FRAME RAFTER I AA STAUCTIIRAL BOLTS R.i. RAFTFA BOLT CAGE (TYPICAL) ±, SLATE 'jam` V PLATE �E (TYPICAL) WUNGH SPLICE STRUCTURAL BOLTS PUTS (RARER) RIGID FRAME COLUMN I II IL-K4UNCH (COLUMN) UM STRUC",.,., .,, — 1 (SEE C SIZE STAY WELL IN THE CLEAR OF LOADS BEING WaV D BY ANY TYPE LMS DEVICE BE SURE TO KEEP HANDS ASAFETY PRECAUTION:ND FEET CAROTI OF MOVING lDAOS RIGID FRAME COLUMN RIGID FRAME RAFTER I v IN DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAME I AA SAFETY PRECAUTWN: STAY CLEMOF ANY HIVING LOAD. RIGID FRAME RAFTER CERTAIN C ALL FRAMINGBEFORE LI PROPERLY BRACED OR GUYED BEFORE LIFTING CANES ME REMOVED. STRUCTURAL BOLTS (TYP,)�� - YNIN. �DIRUVIVIVAL —1. LIrnM (SEE CROSS SECTION FOR I I (4) 1/2'D X 2' A325 BOLTS STRUCTURAL BOLTS (TYP.) SIZE AND OUANTRY) TYPICAL CONNECTION AT GAPS R. D'. T . W ]' MIN. INTERIOR COLUMN I (WASHERS IF REQUIRED) (SEE CROSS SECTION FOR Al I SIZE AND QUANTITY) I. PLAYS REQUIRED AT tHMS > WEE E-�{1'��'fI-•- I I E 2. PLACE NON-TMESSI SHAYS BETWEEN THAN PNP' AS REQUIRED IN D. CMS M COMPRESSION AREA GREATER THAN I/B' AND TACK WELD. W ]. TACK WELD NON-TAPERED SHIMS I' MIN. . E . T BCM SIDES BETWEEN 2' . T . N NON-TAPERED SHIMS TO MEET RISC SINGER' STYLE 6ECitON "A' -'A' A 4. ALL SLIMMING MATERIAL WILD STEEL.. (sECTIoN THROUGH GAP) 5. RIDGE SHIMMING OETAI' SIMILMA. VERTICAL HAUNCH CONNECTION AT BLDG. LAVE MF12 VERTICAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF17 TYPICAL HAUNCH' SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION FMF27 RIGID FRAME AA RIGID FRAME AA RIGID FRAME AA CONNECTION AT PRISMATIC RIGID FRAME RAFTER AA i WiTY PRECAUTION: SAFETY PREGIJTION: SAFETY PRECAUTION: 1'-6' . STAY CLEM OF ANY MOVING LDAO. WORKERS SHOULD Bf 7RVNED IN WORKERS SHOULD BE TRAIN© TO RIGID E MAKE CERRAIN ALL FRAMING IS PROPERRT RIGID FRAME RAFTER THE CORRECT AND SASH OPE7UTION RIGID FRAME RAFTER CORRECTLY LOCATE THE POLNM ofRAFTER BRACED OR GUYED BEFORE UF7INC LJNEs OF LIFTING EOUIPYENR. CARIE ATTACHMENT F'IXt LIFTING ARE REMOVED. HEAVY LOADS. ENDWALL INTERIOR COLUMN CUP STRUCTURAL BOLT 4 3/16 3/8' I 1 I 2 3/4 TIGHTEN NUT AGAINST A325 WASHER LOCATED i i UNTHREADED PORTION ON SLOTTED SIDE' ----- I- - i IS BOLT. THIS CONNECTION ll/ 111 i 2 3/4 IS DESIGNED 3 MOVE - i- 3/4'0 X 2" A325 BOLT I I —H-- : 1 I i AA I I 1 2 lid. 3' I ENDWALL INTERIOR i i ENDWALL COLUMN ENDWALL GIRT I I COLUMN CUP I ' I I L I I i SEC710N A -A STRUCTURAL BOLTS (TYP) I STRUCTURAL sous (TYP) j RAFTER LOADING INTERIOR COLUMN I 4 1 2'► X 2' A325 BOLTS J4) 1/z'e x z' A3zs BOLTS O / ` ` I WASHERS IF REQUIRED) I (WASHERS IF REQUIRED) INTERIOR COLUMN I I 1 i ENDWALL COLUMN i STRUCTURAL BOLTS 3/4'0 X 1.3/4 A325 BOLTS WITH 2 WASH ):RS INTERIOR COLUMN CAP CONNECTION MF26 INTERIOR COLUMN CAP CONNECTION AT RIDGE MF28 cIMP coNNEcnoN To COLUMN INTERIOR COLUMN CONNECTION EF28 CONNECTION AT RIGID FRAME RAFTER W/FLAT BOTTOM FLANGE AA CONNECTION AT RIGID FRAME RIDGE RAFTER AA RIGID FRAME ENDWALL AA SCALE: DATE smATJIA DRAWN BY: eTON TYPICAL MAIN FRAMING .• ,'a. 1IAA.MA CBECmm BY: BLJ CONNECTION DETAILS DESIGN APP'D BY: DRAWING RSV.xD. - a ve .�, ...,a ~TI TIAW u� nrwgtnM UATIP YST'n" ETATR ISSUED: 12-1-97 NUMBER DMF -1.Q .,....... 0 SAFETY P�GJlIION: rT > I/B' WVKNE76 SHOULD BE TRAINED IN ME PROPER ERECTION PROCEDURES FOR ALL JO89. `J / .1• R 2'. T. Wy . COLUMN STRUC",.,., .,, — 1 (SEE C SIZE STAY WELL IN THE CLEAR OF LOADS BEING WaV D BY ANY TYPE LMS DEVICE BE SURE TO KEEP HANDS ASAFETY PRECAUTION:ND FEET CAROTI OF MOVING lDAOS RIGID FRAME COLUMN RIGID FRAME RAFTER I v IN DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAME I AA SAFETY PRECAUTWN: STAY CLEMOF ANY HIVING LOAD. RIGID FRAME RAFTER CERTAIN C ALL FRAMINGBEFORE LI PROPERLY BRACED OR GUYED BEFORE LIFTING CANES ME REMOVED. STRUCTURAL BOLTS (TYP,)�� - YNIN. �DIRUVIVIVAL —1. LIrnM (SEE CROSS SECTION FOR I I (4) 1/2'D X 2' A325 BOLTS STRUCTURAL BOLTS (TYP.) SIZE AND OUANTRY) TYPICAL CONNECTION AT GAPS R. D'. T . W ]' MIN. INTERIOR COLUMN I (WASHERS IF REQUIRED) (SEE CROSS SECTION FOR Al I SIZE AND QUANTITY) I. PLAYS REQUIRED AT tHMS > WEE E-�{1'��'fI-•- I I E 2. PLACE NON-TMESSI SHAYS BETWEEN THAN PNP' AS REQUIRED IN D. CMS M COMPRESSION AREA GREATER THAN I/B' AND TACK WELD. W ]. TACK WELD NON-TAPERED SHIMS I' MIN. . E . T BCM SIDES BETWEEN 2' . T . N NON-TAPERED SHIMS TO MEET RISC SINGER' STYLE 6ECitON "A' -'A' A 4. ALL SLIMMING MATERIAL WILD STEEL.. (sECTIoN THROUGH GAP) 5. RIDGE SHIMMING OETAI' SIMILMA. VERTICAL HAUNCH CONNECTION AT BLDG. LAVE MF12 VERTICAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF17 TYPICAL HAUNCH' SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION FMF27 RIGID FRAME AA RIGID FRAME AA RIGID FRAME AA CONNECTION AT PRISMATIC RIGID FRAME RAFTER AA i WiTY PRECAUTION: SAFETY PREGIJTION: SAFETY PRECAUTION: 1'-6' . STAY CLEM OF ANY MOVING LDAO. WORKERS SHOULD Bf 7RVNED IN WORKERS SHOULD BE TRAIN© TO RIGID E MAKE CERRAIN ALL FRAMING IS PROPERRT RIGID FRAME RAFTER THE CORRECT AND SASH OPE7UTION RIGID FRAME RAFTER CORRECTLY LOCATE THE POLNM ofRAFTER BRACED OR GUYED BEFORE UF7INC LJNEs OF LIFTING EOUIPYENR. CARIE ATTACHMENT F'IXt LIFTING ARE REMOVED. HEAVY LOADS. ENDWALL INTERIOR COLUMN CUP STRUCTURAL BOLT 4 3/16 3/8' I 1 I 2 3/4 TIGHTEN NUT AGAINST A325 WASHER LOCATED i i UNTHREADED PORTION ON SLOTTED SIDE' ----- I- - i IS BOLT. THIS CONNECTION ll/ 111 i 2 3/4 IS DESIGNED 3 MOVE - i- 3/4'0 X 2" A325 BOLT I I —H-- : 1 I i AA I I 1 2 lid. 3' I ENDWALL INTERIOR i i ENDWALL COLUMN ENDWALL GIRT I I COLUMN CUP I ' I I L I I i SEC710N A -A STRUCTURAL BOLTS (TYP) I STRUCTURAL sous (TYP) j RAFTER LOADING INTERIOR COLUMN I 4 1 2'► X 2' A325 BOLTS J4) 1/z'e x z' A3zs BOLTS O / ` ` I WASHERS IF REQUIRED) I (WASHERS IF REQUIRED) INTERIOR COLUMN I I 1 i ENDWALL COLUMN i STRUCTURAL BOLTS 3/4'0 X 1.3/4 A325 BOLTS WITH 2 WASH ):RS INTERIOR COLUMN CAP CONNECTION MF26 INTERIOR COLUMN CAP CONNECTION AT RIDGE MF28 cIMP coNNEcnoN To COLUMN INTERIOR COLUMN CONNECTION EF28 CONNECTION AT RIGID FRAME RAFTER W/FLAT BOTTOM FLANGE AA CONNECTION AT RIGID FRAME RIDGE RAFTER AA RIGID FRAME ENDWALL AA SCALE: DATE smATJIA DRAWN BY: eTON TYPICAL MAIN FRAMING .• ,'a. 1IAA.MA CBECmm BY: BLJ CONNECTION DETAILS DESIGN APP'D BY: DRAWING RSV.xD. - a ve .�, ...,a ~TI TIAW u� nrwgtnM UATIP YST'n" ETATR ISSUED: 12-1-97 NUMBER DMF -1.Q .,....... 0 INSTALLATION: BOLTS IN CONNECTIONS SUBJECT TO TENSION LOADS SHALL BE TIGHTENED TO PROVIDE, WHEN ALL FASTENERS IN THE JOINT ARE TIGHT. AT LEAST THE MINIMUM TENSION O ear OuyLTLR - I/Y (SHOWN. IN .THE SCHEDULE .BELOW). . BOLTS JN_CONNECTIONS NOT, SUBJECT TO TENSION •- • • - - - .- . - AAAA AAAA ... .. ... .. .. .. LOADS"AND'WHERE LOOSENING OR FATIGUE DUE -TO VIBRATIONS OR LOAD FLUCTUATIONS BASE ANGLE FASTENER (BY OTHERS) ARE NOT DESIGN CONSIDERATIONS NEED ONLY TO BE TIGHTENED TO THE SNUG -TIGHT 6.35 mm DIAMETER CONCRETE CONDITION. WALL PANEL ANCHOR (min.) 152.4 em O.C. (m0z.) TURN OF THE NUT METHOD: A METHOD FOR PRE -TENSIONING HIGH STRENGTH BOLTS. NUT HEAD WALL 2XI1/4NSDHCW BASE ANGLE FASTENER (BY OTHERS) ------- THE _____-THE NUT IS TURNED FROM THE 'SNUG -TIGHT' POSITION CORRESPONDING TO A FEW IMPACTS ASTM A307 BOLT IDENTIFICATION 1'-0" O.C. 1/400 CONCRETE ANCHOR (min.) OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH, 30.48 cm O.C. 5'-0" O.C.(maz.) THE AMOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT DIAMETER AND FRAME BRACE LENGTH (SEE NUT ROTATION IN THE SCHEDULE BELOW). N) BASE ANGLE 3.81 em ± 1 1/Yt (AS PER DESIGN) BOLT BA -20 DETER ,N DIMENSION M R :.::..•.: •' ... 11C r// GRADE...:. " ` c u c NOTES: AIS• 1�1'.:: •E 5.08 cm 2"'•'::�'' . - ,:•":' •: '.• � E ,...;•.. 1. AMERICAN BUILDINGS COMPANY NOR ITS SUBSIDIARIES WILL NOT ASSUME ANY rYEr 11/Ir `" '" (2) WASHERS REQUIRED PER B� RESPONSIBILITY FOR IMPROPER SOLT LOCATION. I' i S I AT FRAME BRACE CONNECTIONS 2. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE INSTALLED IN ITS PROPER LOCATION AS SHOWN ON THE DETAIL GIVEN OR NOTED ON ERECTION DRAWINGS. 3. ALL 1/Y DIAMETER A325 BOLTS (IN CONNECTION NOT SUBJECT TO TENSION LOADS) ARE REQUIRED TO BE TIGHTENED TO SNUG -TIGHT CONDITION ONLY. NUT HEAD WrIV PRECAVnOet PUI WORKER SATIETY ebur. • AMERICAN SOCIETY FOR TESTING AND MATERIALS INSPECTION: BOLTS TIGHTENED BY THE "TURN OF THE NUT METHOD" MAY HAVE THE OUTER FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUG-TICHT. THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN BEARING - TYPE CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY. ASTM A325 BOLT IDENTIFICATION ASTM A307 & A325 BOLT IDENTIFICATION MF01 AA $A/CI'IPRECNJnOR uwrs WEAR 0" APMWMED M PRDIECIIDN n¢N OPOIAmm OR115 OR ELEGTRC SO" GUNK F FEILD DRILL FOR ATTACHMENT 1 /2"0 BOLTS -\ GABLE KNEE BRACE COLUMN 3/40 BOLTS 3/4"0 BOLTS SEE ERECTS FOR LOCATION —PURUN KNEE BRACE BR19 BRACKET SEE AA ALL BOLTS ARE STRUCTURAL A325 [FOR ANTI -ROLL OR WEB REINFORCEMENT CLIPS BOLT SCHEDULE 0'-11 7/8" SIZE ASTM' DESIGNATION PRE -TENSION KIPS NUT ROTATION 1/2"o A325 HIGH TENSILE 12.0 1/3 TURN 3/4.0 A325 HIGH TENSILE 28.0 1/3 TURN 7/8.0 A325 HIGH TENSILE 39.0 1/3 TURN 1"o A325 HIGH TENSILE 51.0 1/3 TURN • AMERICAN SOCIETY FOR TESTING AND MATERIALS INSPECTION: BOLTS TIGHTENED BY THE "TURN OF THE NUT METHOD" MAY HAVE THE OUTER FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGHTENING, THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUG-TICHT. THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH AN IMPACT WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE FASTENER. GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN BEARING - TYPE CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY. ASTM A325 BOLT IDENTIFICATION ASTM A307 & A325 BOLT IDENTIFICATION MF01 AA $A/CI'IPRECNJnOR uwrs WEAR 0" APMWMED M PRDIECIIDN n¢N OPOIAmm OR115 OR ELEGTRC SO" GUNK F FEILD DRILL FOR ATTACHMENT 1 /2"0 BOLTS -\ GABLE KNEE BRACE COLUMN 3/40 BOLTS 3/4"0 BOLTS SEE ERECTS FOR LOCATION —PURUN KNEE BRACE BR19 BRACKET SEE AA ALL BOLTS ARE STRUCTURAL A325 [FOR ANTI -ROLL OR WEB REINFORCEMENT CLIPS 7/8" 0'-11 7/8" K 3'_0• 1/4- , , 1 1/4" PURLIN 2 1/2 I2)STRUCTURAL BO /Z-OXI 11/4' A3 5LTS (TYP.) RAFTER LAP A PATTERN 2'-0" 0'-11 7/8" K 3'_0• V-5 7/8' M 4-0• 1'-11 7/8• W 5'-0" 2'-5 7/8" 0 6-0" 2-11 7/8" R SECTION AT BASE ANGLE I BA02I STANDARD PURLIN LAP RF01 ARCHITECTURAL OR LONGSPAN WALLS AB BY-PASS CONDITION AA SWM PRECAVICIt ISE WWA APPRDKD M s, OreRETTIC OR W4M wp ww" a AM AREAL PURLIN 31eO BOLT FIELD DRILL FOR ATTACHMENT /--1/2"0 BOLTS —\PURUN KNEE BRACE KNEE BRACE BRACKET ALL BOLTS ARE STRUCTURAL A325 51 E PREGUIION: WORKERS SMO= 8EiRNNE.1 M THE PROM TRECnON PaoaDURe MR ALL .WBS STRUCTURAL BOLT (TYP.) J W/ 2 WASHERS PER BOLT AT FRAME BRACE CONNECTIONS 1/2.0 X 1 1/4" A325 CHANNEL OR PURLIN RAFTER FRAME BRACE FB - BOLT INSTALLATION & INSPECTION NOTES MF91 I KNEE BRACE DETAILFB—R-18-1 I SECTION AT KNEE BRACE BR19 I FRAME BRACE BOTH SIDES BR1.7 1/7'0, 3/4"0, 718'0 do 1"0 STRUCTURAL BOLTS I AA AA AA FOR BYPASS PURLINS/CHANNEL I AA CUT 1 HEX BEVEL WASHO )MITTED CABLE CUT % HEX BEVEL WASHEF • COLUMN FLANGES OMITTED CABLE BRACE DETAIL BRO1I ROD BRACE DETAIL BR02 AA AA ON BUILDINGS WITH INSET OR FLUSH GIRTS. THE HORIZONTAL WEB OF THE GIRT OR GIRTS IN A BRACED BAY, WILL HAVE TO BE SLOTTED IN ORDER FOR THE CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING EITHER TO THE INSIDE OR OUTSIDE OF THE GIRTS, TAKES THE BRACING OUT OF A STRAIGHT LINE PULL. THIS DOES NOT ALLOW THE BRACING TO FUNCTION PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE. MOVING THE HOLES IN OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL IS ALSO UNACCEPTABLE. SLOTTING THE WEB OF THE GIRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING METHOD MAY BE USED. 1. INSTALL CABLE BRACING IN THE PROPER HOLES AT THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN, RUNNING THE CABLE •I TO THE INSIDE OR OUTSIDE OF THE GIRTS. IF YOU HAVE ROD BRACING A NYLON STRING LINE MAY ALSO BE USED. 2. TIGHTEN THE CABLE OR STRING LINE SO THERE IS NO SLACK. 3. WHERE THE CABLE OR STRING UNE CROSSES THE WEB OF THE GIRTS, MARK TWO INCHES ON EITHER SIDE OF THIS POINT. 4. USING A SQUARE. MAKE TWO PARALLEL LINES FROM THESE TWO MARKS ON THE WEB OF THE GIRTS. 5. AT THE COLUMN, DETERMINE THE MEASUREMENT FROM OUTSIDE GIRT LINE TO CENTERLINE OF CABLE OR ROD BRACE HOLE. UTILIZE THIS MEASUREMENT AS THE CENTERLINE OF A 1" X 4" SLOT TO BE MADE BETWEEN THE TWO PARALLEL LINES MARKED ON THE WEB OF THE GIRTS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE A SLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT TO PASS THROUGH. FIELD RE 6. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED, INSTALL CABLE OR GIRT OR ROD BRACING THROUGH THE SLOTS, THROUGH THE BRACE HOLES IN THE AS SHOV COLUMNS, AND TIGHTEN. 7. VISUALLY CHECK TO SEE THAT THE BRACING IS NOT TOUCHING THE GIRTS AT THE SLOTS. IF R IS TOUCHING, TRIM OUT THE SLOT AS NECESSARY. 8. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. FIELD SLOTTING GIRTS FOR CROSS BRACINGBR03 AA SCALE: DATE BOLT INSTALLATION & INSPECTION, EUFAULA � "AMA DRAWN BY: TDN BASE ANGLE AND BRACING DETAILS, CHECKED BY: BLJ AND 1 REVISED RFOIAA, BR17AA Tec THG 2-98 DESIGN APP'D BY: STANDARD PURLIN/GIRT LAP DETAILS DRAWING REV.NO. ISSUED: 12-1-97 NUMBER DND-1.1 0 RC -1 ' ER -5002 ER -5001 I m r BZ16-8.8 3/4ZC { GABLE ANGLE GA -1 TYPICAL BC4- �'' BZ12-8.8 S 4ZC LEFT ENDWALL FRAMING AT FRAME LINE 1 \ / D2 Z1 1 02 - DH80C6-4.0 - .. NOTE: FIELD SLOT CIRTS FOR BRACING CLEARANCE N m N N N \ / m \ N I e .- 1 6 Uf I I I I uj N a P N y e a e. a as CL as j a a a a a a a a / \ I I 1 02 u O j ER -5101 ER -5102 g m v iv 8276-8.8 3/4C2 I p1r 8Z12-8.8 3 4CZ `�- BC4- \ / // \\ 02 EI -0101A EI -0102A LJ e e a O LJ iN Jf EC -5002 v v e i o a EC -5001 } a a a m a ja a a I a a a a i T a a a a v I / \ 0 D2 Ll rZt / 0 0 4.5 1 4'0 1'7 (2)BA-20 BZ16-8.8 3/4CZ m m 8Z14-18.11 1/2CC 8Z16-3.7 7/8ZC TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. EC -5107 EC -5102 100 20'0 10.0 SHEETING PACKAGE MK# EWO1S—A 40'0 OUT TO OUT OF GIRT LINE _I ' r GABLE ANGLE GA -1 TYPICAL LEFT ENDWALL FRAMING AT FRAME LINE 1 Z1 - 8216-7 1/8ZZ 02 - DH80C6-4.0 - .. NOTE: FIELD SLOT CIRTS FOR BRACING CLEARANCE SEE PULLOUT SHEET DND-1.1 RC -I 1.5 RK1-15.3 O 1.5 RK1-15.3 ER -5101 ER -5102 m v iv 8276-8.8 3/4C2 I p1r 8Z12-8.8 3 4CZ `�- BC4- \ / j 02 m r21 `\ /' e e a O N iN Jf NN- V i v v e i o a x 1 4 a a a a m a ja a a I a a a a i T a a a a v I / \ 0 D2 Ll rZt / 0 0 m m EI -0401A EI -0402A EC -5107 EC -5102 1'7 1 4'0 4'5 (2)BA-20 8Z16-7 1/8ZZ 8Z14-18.11 1/2CC 8Z16-8.8 3/4ZC - TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. FESS 10'020.0 1010 SHEETING PACKAGE MK# EW04S—A A B C 0 40'0 OUT TO OUT OF GIRT LINE I 19 r ] CO No. 53344 GABLE ANGLE GA -1 TYPICAL ' 6% Exp.5-30-99 m RIGHT ENDWALL FRAMING AT FRAME LINE 4 Z1 - 8Z16-3.7 7/BCZ D2 - DH80C6-4.0 r9l�or NOTE: FIELD SLOT CIRTS FOR BRACING CLEARANCE Ivi SEE PULLOUT SHEET DND-1.1 CA1 NO. REVISIONS MADE CK -D DATE ENGR DATE NO.1 REVISIONS MADE CK•D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE PHIL THOMAS AS 2$46 COMA AVE. CHICO , CA SBSREV.NO. MODESTO CALIFORNIA AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: GAR 6/5/98 CHECKED BY: S DESIGN APPD 8Y DRAWING51169801 E-03 NUMBER] 0 CAD BY: 06/05/98 08:27:5 Ver. 12.3 16'0 2'0 6'0 12'0 8Z16-1.7 1/2ZT 8Z14-21.11 3/4KK 8Z16-6.9ZK TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 18'4 1 20'0 18'4 1 1'7 60'0 OUT TO OUT OF GIRT UNE r FRONT SIDEWALL FRAMING PLAN @ LINE A Z1 - 8Z16-2.SKZ Z2 - 8Z16-1.7 1/2TZ D3 - DJ8OC4-10.11 3/BAP7 84 - DJBOC4-10.11 3/88P1 2'-0" GIRT LAP U.N.O. r REC-1 R F- (4)FEC-1 REC-IL-1\ I (2)BA-20 P1 - LP26-4.2 1/2 P2 - LP26-1.8 1/2 FRONT SIDEWALL SHEETING PLAN @ LINE A -REC-1R 1-(4)FEC-1 _ REC-1L1 I I P a a a a a Q Q Q Q P Q Q 18'4 I 1'7 P Q a a a P Q Q Q Q P Q P Q P Q P P e Q a v a Q c o e c v Q o v i 1 N J < i N J I N J I N J i NN J i J I N J I N J I N J I N J 1 N J I N J N J I N J N J (2)BA-20 P1 - LP26-4.2 1/2 P2 - LP26-1.8 1/2 FRONT SIDEWALL SHEETING PLAN @ LINE A -REC-1R 1-(4)FEC-1 _ REC-1L1 I I P Q Q Q P Q Q Q Q Q P Q Q 18'4 I 1'7 P Q Q P Q P < v a < v < v v v_ o_ e v c_ e v •e < v v a II N d J I N J I N J I N J 1 N J I N J I N J I N J I N J I aaN J 1 N J I N J 1 N d 1 N j I N j I N a I N a 1 N d I N J F (3)BA-20 8Z16-20.10 1/4KT 8Z16-21.11 3/4KK TYPICAL U.N. TYPICAL U.N. 8Z16-20.10 1/4TK TYPICAL V.N. 1'7 1 18'4 1 20'0 18'4 I 1'7 4 3 z 1 REAR ALL SHEETING PLAN SIDEW @ LINE D I 60'0 OUT TO OUT OF GIRT UNE JO r(do. y�Qc*`/Q ,5 53344 � I REAR SIDEWALL FRAMING PLAN @ LINE D w EXP. 6-3 l 2' A7 T U.N.O. 19TF0?r C AL NO. REVISIONS MADE I CK'D DATE ENGRI DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DRAWN 8Y: CAR, CHECKED BY:CHICO DESIGN APPD BVFI DATE 8/5/98 PHIL THOMAS 2846 CHICO AVE. CA SBS MODESTO CALIFORNIA ei�5" AMERICAN BUILDINGS COMPANY FOR ' ( ] CONSTRUCTION [ ] FOR APPROVAL ( ] FOR PERMIT ONLY ( ] FOR PRELIMINARY DRAWING. NUMBER' S1 169$01 E-04 REV.NO. O CAD BY: 06/05/98 08:27: ver. 12.3 C I OVERHANG (SEE AB PLAN) .B. I •B• is Lal -ILOUTSIDE OF a o CONCRETE Q 0 j O W w N - Y ~ L 1 -- -/ANCHOR -- 4-+ BOLTS (QUANTITY AND SIZE, MAY VARY) SEE ANCHOR BOLT PLAN NOTE: FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. ANCHOR BOLT 'A' I 'B' DIAMETER 3/4' 4'2' 2' 1' 4' 2' 1 1/4' S' 2 1/2 1 1/2' S' 2 i/2 NOTE: FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. GIRT DEPTH I 4' 1 4 1 I i OUTSIDE OF CONCRETE ANCHOR BOLTS (OUANTTTY AND SIZE "MAY VARY) SEE ANCHOR BOLT PLAN ANCHOR BOLT 'A' B. DIAMETER 3/4' 4' 2' 1' 4' 2' 1 1/4' 5 2 1/2 1 1/2' 5' 2 1/2 SEE ANCHOR BOLT PLAN FOR SIZE 5' S' I I I i SEE ANCHOR BOLT PLAN FOR SIZE PIPE COLUMN BASE PLATE 2 BOLT PATTERN) BP12 PIPE COLUMN BASE PLATE {4 BOLT PATTERN) BP15_ BASE PLATE & ANCHOR BOLT SETTING BP02R BASE PLATE &ANCHOR BOLT SETTING BPOSR { AA NOMINAL PIPE DIAMETER = 8' OR 10 AA BYPASS GIRTS AAI BYPASS GIRTS AA NOMINAL PIPE DIAMETER < 6' OVERHANG (SEE AB PLAN) _ NOTE: 'A FOR ADDITIONAL BOLT PAIRS, .B. I I •B. USE SAME SPACING AND GUAGE N ANCHOR BOLT •A' 'B' pETER l{1M 3/4' 4' 2' 1' 4' 2' 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/2 OUTSIDE OF CONCRETE ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) (TYP. U.N.) I SEE ANCHOR BOLT PLAN NOTE: 4' 4' FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. I OUTSIDE OF CONCRETE ANCHOR BOLTS (OUANTITY AND SIZE MAY VARY) SEE ANCHOR BOLT PLAN ANCHOR BOLT 'A' 'B' DIAMETER 3/4' 4' 2' 1' 4' 2' 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/2 SEE ANCHOR BOLT PLAN FOR SIZE SEE ANCHOR BOLT PLAN FOR SIZE BASE PLATE &ANCHOR BOLT SETTING BP02Q I BASE PLATE & ANCHOR BOLT SETTING FB 'PO I PIPE COLUMN BASE PLATE (2 BOLT PATTERN) BP13 I PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP16 AA INSET GIRTS AA NOMINAL PIPE DIAMETER = 8' OR 10' AA NOMINAL PIPE DIAMETER = 12' AA INSET CIRTS OVERHANG (SEE AS PLAN) NOTE: FOR ADDITIONAL BOLT PAIRS, 'B' I ' 'B' USE SAME SPACING AND CUAGE. I I . ,L - ,L ANCHOR BOLT 'A' 'B' DIAMETER 3/4' 4' 2' 1' 4' 2- 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/2 OUTSIDE OF CONCRETE ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) (TYP. U.N.) SEE ANCHOR BOLT PLAN I I NOTE: FOR ADDITIONAL BOLT PAIRS. USE SAME SPACING AND GUAGE OUTSIDE OF CONCRETE ANCHOR BOLTS (OUANTRY AND SIZE MAY VARY) SEE ANCHOR BOLT PLAN ANCHOR BOLT 'A' 'B' DIAMETER 3/4' 4' 2' 1' 4' 2' 1 1/a' S' 2 1/2 1 t/2' S' 2 1/2 I JJ I/� I ' I A EDGE OF _ _ SLAB 3' ---- ADOOR VADTH 1 3/8' 00 + 2 3/4 - TYPICAL 4 -TYPICAL ANCHOR BOLT LAYOUT 2 1/2� FINISH GRADE 1 I rFINISH FLOOR SCALE: DATE DRAWN BY: MN TYPICAL BASE PL:A1E DETAILS '01AO1d A`.s`°`A CBBCMM BY: BLJ AND DESIGN APP'D BY: ANCHOR BOLT SETTINGS DRAWING �0 ISSUED: 12-1-97 _ NUMBER BPD -1.0 D 1— SEE ANCHOR BOLT PLAN FOR SIZE 1/2'0 ANCHOR BOLTS (NOT BY A.B.C.) SECTION 'A -A' BASE PLATE & ANCHOR BOLT SETTING EPOS PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP14 FRAMED OPENING ANCHOR BOLT DETAIL O��F��61 � BASE PLATE & ANCHOR BOLT SETTING BP02P AA NOMINAL PIPE DIAMETER < 6' AA I AA FLUSH GIRTS AA FLUSH GIRTS SCALE: DATE DRAWN BY: MN TYPICAL BASE PL:A1E DETAILS '01AO1d A`.s`°`A CBBCMM BY: BLJ AND DESIGN APP'D BY: ANCHOR BOLT SETTINGS DRAWING �0 ISSUED: 12-1-97 _ NUMBER BPD -1.0 D ----------------- A C i I^ B D REACTION TABLE (kips LOAD DESC WIND A B C I D D + C + L L ->R 2.4 6.8 -2.4 6.8 0 + W-> L-> -4.3 -4.5 -1.4 -2.1 D + W<- R ->L 1.4 -2.1 4.3 -4.5 D + W // R ->L 0.1 -3.3 -0.1 -3.3 O+C+EO L-> 0.4 1.7 -1.1 2.3 O+C+EO L-> 1.1 2.3 -0.4 1.7 FRAME LINES 02-03 REACTION SCHEMATICS & BASEPLATE DETAILS 6 1 2 2 3/4 -AS v Q O I m OUTSIDE OF SAB L _- BP01-A 1'7 1 OUTSIDE OF -1 m I 0 a CO Y 3/4 -AB 2 2 1 6 BP02-A 6 1 2 2I 1'7 '11 JJ 3/a"AB I�I OU7OFDE OUTOSFDE OUTSIDE OF SLAB SLAB a 51 SLAB 'a 00 I a °o I " 6 4 11 o a o e co N O1 R Q t0 � NI N a c OUTSIDE OF �10 3/a"AB2 2 1 1'7 S AB 3/4"ABt2.21 6 BP05-A BP06-A BP07-A BP08-A REVISIONS OUTSIDE SLOAB 10 N 10 N I 1 I 2' 4 I 6 � m v 521' n DATE PHIL THOMAS 2846 CHICO AVE. CHICO , CA SBS MAXIMUM ENDWALL REACTION TABLE -2_ WINDWINsO -------------------------------------------------- 2.6K f.BK MAX. E/W VERTICAL LL + DL REACTION = 4.8 K 6\K I I I MAX. E/W VERTICAL WL + DL REACTION = -4.3 K e 1.8K 9 11.8K 1.3K i t 1.3K MAX. E/W HORIZONTAL'WL + DL REACTION = t 2.2 K X -BRACING REACTI❑NS X -BRACING REACTI❑NS (WIND DIREC ION MAY BE OPPO I ) (WIND DIRECTION MAY BE OPPOSITE) - SIDEWALL REACT/ONS SHOWN ARE ENDWALL REACTIONS SHOWN ARE BASED UPON 1 BRACED BAY. BASED UPON 1 BRACED BAY. tc. tr ] MADE CK'D DATE ENOR DATE N0. REVISIONS MADE CK'D DATE ENCR DATE DRAWING SUBMITTAL STATUS SCALE: NONE [ ] FOR CONSTRUCTION [aJ FOR APPROVAL [ ] FOR PERMIT ONLY FOR PRELIMINARY DRAWN BY: CLR CHECKED BY: DESIGN APPD CAD BY: 1 06/02/98 07:48:1° 10 N 10 N I 1 I 2' 4 I 6 � m v 521' n DATE PHIL THOMAS 2846 CHICO AVE. CHICO , CA SBS 6/2/98 -2_ Ver. 12.3 6 1 2 2 3/4"AB N rn a O I 2f MODESTO DRAWING: 51169801 AB -2 NUMBER' NIA I Q SPLICE BOLT TABLE SPLICE QTY I BOLT SIZE DEPTH CLEAR AT SPLIC PL. SIZE A 4 3/4 X 2 1'0 1/2 12'8 1/4 B 8 3/4 X 2 1'0 9/16 14'0 3/8 C 4 3/4 X 2 1'0 1/2 12'8 1/4 FB r12 11 — 12 �1 20'0 18 19'4 !? 403 16' 16� 403 I 5-0310 5'0 3 35'0 3 5'0 N N 4.5 1 4.5 z S N 11 8 8 I8 2 Y 8,1--T—f— 1 8 1 I 36'7 CLEAR I 1'8 z E _ t; 20'0 TO RIDGE i ` 20'0 TO RIDGE 40'0 OUT TO OUT OF GIRT LINE } O A I RIGID FRAME CROSS SECTION @ FRAME LINES 2-3 S r REVISIONS MADE CK'D DATE ENGR DATE I NO.1 REVISIONS MADE CK'D DATE. ENGR DATE DRAWING SUBMITTAL srnrus SCALE: NONE DATE PHIL THOMAS 2846 CHICO AVE. CHICO , CA SBS [ ) FOR CONSTRUCTION [ ] FOR APPROVAL FOR PERMIT ONLY FOR PRELIMINARY DRAWN BY: GAR 6/5/98 CHECKED BY: -S DESIGN APPD CAD BY: T 06/05/98 08:27:51 Ver. 12.3 MOOESTO Celo" ALIFORNIA AMERICAN BUILDINGS COMPANY I DRAWING. REV.NO! NUMBER" 51169801 E-01 D' l O G O O z 0 5 00 0 0 O O O a BZ16-20.10 1/4TK 8Z16-21.11 3/4KK 8Z16-20.10 1/4KT TYPICAL U.N. TYPICAL V.N. TYPICAL U.N. 17 1 18'4 1 20'0 18'4 2 3 4 60'0 OUT TO OUT OF PURLIN UNE r ROOF FRAMING PLAN 4 r 2'-0" PURLIN LAP U.N.O. Sheeting Direction n tn e O N O n O m N O in 0 v N 1.6 e THIS ROOF SYSTEM DESIGN USES ANTI—ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/AA ON DRAWING DWR-1. LOCATIONS ARE INDICATED ON THE CROSS SECTIONS. Clip Mork Number is: CL— 1 2 m DRAWING SUBMITTAL srnrus SCALE: NONE DATE PHIL THOMAS 2846 CHICO AVE. CHICO CA SBS ( ]FOR CONSTRUCTION [ ]FOFOR R APPROVAL PERMIT ONLY ] FOR PRELIMINARY DRAWN BY: GAR 8/598 CHECKED BY: —� DESIGN APPD BY n _O Oi I N a 0 r- (20)DFR- 1 (26) J Sheeting Direction rb ROOF SHEETING PLAN REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE JENGRI DATE DRAWING SUBMITTAL srnrus SCALE: NONE DATE PHIL THOMAS 2846 CHICO AVE. CHICO CA SBS ( ]FOR CONSTRUCTION [ ]FOFOR R APPROVAL PERMIT ONLY ] FOR PRELIMINARY DRAWN BY: GAR 8/598 CHECKED BY: —� DESIGN APPD BY n _o 01 I g 0 .N.. Sheeting Direction rb ROOF SHEETING PLAN REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE JENGRI DATE DRAWING SUBMITTAL srnrus SCALE: NONE DATE PHIL THOMAS 2846 CHICO AVE. CHICO CA SBS ( ]FOR CONSTRUCTION [ ]FOFOR R APPROVAL PERMIT ONLY ] FOR PRELIMINARY DRAWN BY: GAR 8/598 CHECKED BY: —� DESIGN APPD BY I? DRAWING] 51169801 E-02 I Ov �w GENERAL FOUNDATIONNOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM a FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA: } •i^` ' i4 DESIGN LOADS ARE: - DESIGN LOAD COMBINATIONS ARE: r• _ SHEET NUMBER DATE REV. NO. RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 1. 4.0 METAL BUILDING DEAD LOAD. D 1. D + L + M 2. 1.0 PSF COLLATERAL DEAD LOAD, C 2. D + W ABC- 1 612198 O 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS. TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. S. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 3. 20.0 PSF ROOF LIVE LOAD, L 3. D + W // 4. 020 PSF FRAME S LOAD. L 4. D + E 5. 0.00 PSF GROUND_ SNOW LOAD, S 6. 0.00 PSF ROOF SNOW LOAD (EXPOSURE FACTOR 0.70), S 7. 80.0 MPH WIND SPEED (EXPOSURE C ), W 8. 3 SEISMIC ZONE, E �7 66-7, D AB- i thrT.c AB-'2 0 /s-�z�98 �O l -rq t �Q 4- !p s 9Q�- 0 /i�lJ 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A *1/8 INCH TOLERANCE. 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE _ STRENGTH OF 3000 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. OCCUPANCY IMPORTANCE FACTORS WIND: 1.00 NOTES: I) ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE SNOW: 1.00 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF-THE FOUNDATION DESIGNER. THE FRAME REACTIONS LOAD OR ROOF SNOW LOAD. SEISMIC: 1.00 ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 2) ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES CERTIFIED WELDER USING E70XX ELECTRODES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING ' LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. BUILDING CODE. ALL LOADS AND REACTIONS ARE UNFACTORED UNLESS NOTED OTHERWISE. 14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. UNIFORM BUILDING CODE, 1994 EDITION 8' 1 3' t FINISH FLOOR 1/2' 0 ANCHOR BOLTS X 5 !r BASE ANGLE FASTENER (SEE NOTES 813 & 814) NOT BY A.B.C.) „ MINIMUM 1/4" 0 CONCRETE •� i BASE ANGLE ANCHOR BOLT O.C. i I , i THIS CERTIFICATION 15 LIMITED TO THE'STRUC7URAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMEG:CAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS. LOUVERS. TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS , MECHANICAL STANDARD ERECTION SHEETS ASW-1.0 OWF-3.0 LOC-7.0 I LSW-3.0 SPW-3.0 SSG-6T.0 WAl-I.0 ASW-2.0 DWR-1.1 LOC-8.0 MDW-1.0 SPW-4.0 SSG-7.0 WAL-2.0 ASW-3.0 ECO-1.0 LOC-9.0 MDW-2.0 SRO-1.0 SSG-8.0 WAO-1.0 SPACINGO MAXIMUM SPACING OR i EQUAL BY OTHERS) �� n , , , , « dfi r}�, �B'\\\'j_ Y NOMINAL DOO#1111D DOOR WIDTH 1/2' 0 ANCHOR BOLTS (SEE NOTES 813 & B14) T AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A EQUIPMENT PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY 'GENERAL ERECTION GUIDE', THE MBMA MANUAL. LATEST.EDITION, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. PRODUCT APPROVALS AND CER7IFICATIONS: IN 1. STANDARD BUILDING CODE - SBCCI 894100, 12 BASIC SES. 2. UNIFORM BUILDING CCDE (ICBO) - 8 FA-285-CARSON CITY, NEVADA PLANT. BID-1.0 EOH-1.0 LOC-10.0 MSW-1.0 SRO-2.0 SSC-9.0 WAD-2.0 BJD-I.O GTD-1.0 LOC-11.0 PFD-1.0 SS2-1.0 SSC-10.0 WAO-3.0 &JD-2.0 LBD -1.0 LOC-12.0 RFO-1.0 SS2-2.0 SSG- 11.0 WAW-1.0 BJD-3.0 LBO-2.0 LOC-13.0 SOB-7.0 552-2T.0 VF4-t.0 WAW-2.0 BPD-t.0 UFO- 1.0 LSR-I.0 SED-1.0 SS2-3.0 VF4-2.0 WAW-3.0 BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B • (OF TYPICAL OVERHEAD DOOR LAYOUT) 3. INDIANA - 12 BASIC SINES AS BELOW. 0. M-190860 - SSF d. M-190863 - LT b. M-190857 - LRF, RF, LRF-M e. M-190862 GC, LP2. LP4, LP2-M, LP4-M C. M-190858 - LSS. LSS-M 4. WISCONSIN-8 96003'2-M: 13 BASIC STYLES. 5. CITY OF CLEVELAND. C:HIO DOCKETS S-52-82. 6. CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION AT EL PASO & CARSON CITY. BPD-2.0 LFD-2.0 ISR-2.0 SF4-1.0 552-4.0 VF4-3.0 WAW-4.0 BASIC MATERIAL SPECIFICATIONS CND-I.0 UFD-3.0 LSR-3.0 SF4-2.0 SS3-1.0 VF4-4.0 WAW-5.0 DEF-1.0 X LFD-4.0 LSR-4.0 SF4-3.0 553-2.0 VF5-1.0 WAW-6.0 PRIMARY FRAMING STEEL DLT-1.0 LFD-5.0 LSR-5.0 SF4-4.0 SS3-2T.o VFS-2.0 STEEL FOR HOT-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36 OR ASTM A572-GRADE 50. 7. AISC QUALITY CERTIFICATION, CATEGORY MB. DINE-1.0 LOC-1.0 LSR-6.0 SF5-1.0 553-3.0 VF5-3,0 STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING: FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50, ASTM A607 GRADE 50, OR ASTM A570 GRADE 50: STEEL FOR ALL ENDWALL 'C. SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55. STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500-GRADE B. 8. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. 9. PLANT CERTIFICATION AT CARSON CITY FOR OLDEN. UTAH. 10. CITY OF LOS ANGELES FABRICATORS LICENSE 81390 AT CARSON CITY PLANT. 11. CITY OF HOUSTON. TEXAS FABRICATOR APPROVAL #478. DND-1.0 LOC-2.0 LSR-7.0 SF5-2.0 553-4.0 vF5-a.0 DRB-1.0 LOC-2T.0 LSR-8.0 S175-3.0 SSG-1.0 WAD-1.0 DRB-2.0 LOC-3.0 LSR-9.0 SF5-4.0 SSC-1T.0 WAD-2.0 STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53-GRACE B. 12. STANDING SEAM 36C WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. DRF-1.0 LOC-4.0 LSR-10.0 SFL-1.0 SSC-2.0 WAD-3.0 DRF-2.0 LOC-4T.0 LSR-11.0 SPH-1.0 SSC-3.0 WAD-4.0 aFCONDARY FRAMING STFFL STEEL USED TO FORM PURUNS, GIRTS, EAVE STRUTS AND 'C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM.GRADE 55. 13. STANDING SEAM II WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION N0. 93 AS LISTED IN UNDERWRITERle - LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. OWF-1.0 LOC-5.0 LSW-1.0 SPW-1.0 SSG-4.0 WAD-5.0 STEEL USED TO FORM ZINC-COATED (GALVANIZED) PURUNS AND GIRTS SMALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A446, GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. 14. LOC-SEAM WIND' UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NOS. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 15. LONGSPAN PANEL WIND UPUFT-CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS DWF-2.0 LOC-6T.0 LSW-2.0 SPW-2.0 SSG-5.0 WAK-1.0 ROOF AND WALL PANEL MATERIAL LABORATORIES ROOFii1G MATERIALS AND SYSTEM DIRECTORY. EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: 16. 22 GA. STANDING SEISM 360 HAS MET FACTORY MUTUAL CLASS 1-60. I-90 AND 1-120. ' PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC-COATED (GALVANIZED) STEEL. COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS 17. 24 GA. STANDING SZ-AM 360 HAS MET FACTORY MUTUAL CLASS 1-60. OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 60,000 PSL PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50,000 PSI. PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY-COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 60,000 PSI. L.O E PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM-ZINC ALLOY-COATED STEEL. COATING DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 50,000 PSI. �� :�y H (� BRACE MATERIAL No. 53 C: CY BRACE CABLES: ASTM-A475, 7 STRAND EMS WIRE CABLE. CABLE DESIGNATIONS IN 1/16 INCHES, i.e. BC4-LENGTH 1/4'0 x LENGTH LbAw uP• �, BRACE RODS: A36 STEEL ROD DESIGNATIONS IN I/8 INCHES, i.e. BR4-UENCTH = 1/2'0 x LENGTH Ex NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISION 18. 24 GA LONGSPAN HAS MET FACTORY MUTUAL CLASS 1-120. 9. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE 84950 OR 3/16" BOLTS MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. �GA. STANDING SEAM 360 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. �` 1l2 G(1. STANDING SF%M 360 HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 8 'COUNTY FLORIDA ACCEPTANCE N0. 96-0319.03 - 24 CA. STRUCTURAL STEEL 1 3/16" X 36' ITECTURAL 11 WALL PANEL. A OUNTY FLORIDA ACCEPTANCE NO. 96-0319.04 - 24 GA. STRUCTURAL STEEL 1 3/16" X 36' 4,L} NbS AN WALL PANEL. 4. OUNTY FLORIDAACCEPTANCE N0. 96-0319.05 - 24 GA. STRUCTURAL STEEL 1 3/16" % 36' x992 ROOF PANEL. 0 CK'D DATE ENGR . 'DATE DRAWING SUBMITTAL SCALE: DATE srnrus PHIL [ ] FOR CONSTRUCTION DRAWN BY: I CLR 6/2/98 2846 [ ] FOR APPROVAL CHECKED BY: [s] FOR PERMIT ONLY CHICO, [ ) FOR PRELIMINARY DESIGN APPD 8 SBS THE EENGINEER HEREWITH IS NOT THE ENGINEER OF REECOORR PING D FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. _ - .. . MODESTO : ; L,ALIFORNIA THOMAS CHICO AVE. CA. AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER 51169801 ABC-1 0 � UT C _ CAD BY: ABC -,u ROOF PANELS TYM_l2lNGSPAN___ GAGE:26 COLOR:ALCT __ PAINT WARRANTY:ALCZO WATER TIGHT WARRANTY:NO_ UL 90 CERTIFICATION: NO IF SSII: FIXED CLIP:_ SLIDING CLIP:__ WALL PANELS TYPE` SP LONGAN _ GAGE:R6 COLOR• LTSTPLL BASE:_ BA PAINT WARRANTY•- PTDZQ FAVE TREATMENT STANDARD GUTTER W/ DOWNSPOUTS ___ FT O.C. (MAX) FLANGE- BACK GUTTER W/ DOWNSPOUTS ___ FT O.C. (MAX) _ X SIMPLE EAVE TRIM DELUXE EAVE TRIM _ VALLEY GUTTER ICE AND SNOW TREATMENT NO:___ TRIM COLORS RAKE TRIM: SCRED_PLL GUTTER / EAVE: CREDPLL DOWNSPOUTS:__ -LA__ FRAMED OPENINGS:LTSTPLL_ CORNER: CREDPLL BASE TRIM: BRSLP70 MISCELLANEOUS: —_ RED OXIDE—A— GREY:--_ SPECIAL-- ROOF FASTENERS STANDING SEAM II A 812 X 1 1/4 SELF DRILL HEX HEAD B. 814 X 1 SELF DRILL HEX HEAD W/ WASHER STANDING SEAM III A 812 X 1 1/4 SELF DRILL HEX HEAD B. 814 x 1 SELF DRILL HEX HEAD W/ WASHER LONGSPAN A 812 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. 814 X 3/4 SELF TAP HEX HEAD W/ WASHER LOC SEAM A 812 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. 814 X 1 SELF DRILL HEX HEAD W/ WASHER ALL FASTENERS LONGSPAN OR ARCHITECTURAL A 812 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER B. 814 X 3/4 SELF TAP HEX HEAD W/ CLEAR WASHER C. 812 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER SHADOW PANEL A 812 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. ®14 X 3/4 SELF TAP HEX HEAD C. 812 X 1 1/4 SELF DRILL HEX HEAD W/0 WASHER INSULATION NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF WALLS r_ _x_ ___ RIGID BOARD___ ROOF`___ WALLS:___ BEARING PLATE: -- THERMAL BLOCK:__ BY ABC:___ BY OTHERS:__ (i- THICK ONLY) SPACER STRIP �___ (FOR LOC SEAM WITHOUT INSULATION) REVISIONS OTY SIZE TYPE SWING LOCKSET CLOSER? COLOR LINER TRIM? LINER TRIM CORNER TYPE VERT OR SLOPED _YES —_NO UNDER FACADE UNIT —YES __NO CO _1 X 3070 6070 XM _NL _HG HCS _ _YES ANO WHITE —YES ANO LINER PANELS -NONE 3070 6070 __M __NL __HG _ _YES __NO WHITE __YES _NO _—_—_, UNDER BEAM 3070 6070 _M _NL __HG _YES __NO WHITE _YES _NO __ 3070 6070 _M _NL _HG _ —YES __NO WHITE _YES __NO FRAMED OPENINGS 9" X 10' RIDGE VENTILATORS -NONE ____ OTY AT 10' SECTIONS ___ LINEAR FEET CONTINUOUS OTY WIDTH` HEIGHT SILL HEIGHT FR WRAP TRIM? LINER TRIM? LINER TRIM DK -3 1/4- - 4" DIAMETER OK -5 4- - Y DIAMETER COLOR ____ OK -8 Y - 1S DIAMETER 1_ 12'0 _12_6 —YES X_NO _YES ANO _1_ 16'O 10'0 ______ __YES x_NO _YES X NO 2_ 4'0 6'0 _A2___ ___YEs X_NO _YES X NO __YES __NO —YES —NO __YES ___NO _YES __NO __YES --NO _YES __NO __YES __NO _YES _NO _—YES __NO _YES __NO _—_____ —YES __NO _YES _NO ____ —_YES —_NO _YES _NO _�_� WINDOWS -NONE SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE OTY WIDTH HEIGHT LINER TRIM LINER TRIM _YES __NO ____ __YES __NO ---- __ —_YES __NO —YES —_NO —_YES __NO LOUVERS -NONE WHITE ADJUSTABLE W/ BIRD SCREEN OTY WIDTH HEIGHT LINER TRIM LINER TRIM 6/5/98 _g- COLOR SBS __YES ___NO CORNER TYPE VERT OR SLOPED _YES —_NO UNDER FACADE UNIT —YES __NO GAGE: __ COLOR: __ TRIM COLOR:_______ —YES __NO GAGE: __ COLOR: __ TRIM COLORv —YES —_NO BACK PANEL TYPE : GAGE: ___ COLOR: LINER PANELS -NONE CANOPIES -NONE LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM __YES __NO —YES ___NO ------- ________ - —__—_ _YES _—NO ___YES _—NO ROUND 20" THROAT WHITE VENTILATORS -NONE OUANTITY ____ RIDGE MOUNTED ___ SLOPE MOUNTED 9" X 10' RIDGE VENTILATORS -NONE ____ OTY AT 10' SECTIONS ___ LINEAR FEET CONTINUOUS ROOF JAXS -NONE OTY TYPE DK -3 1/4- - 4" DIAMETER OK -5 4- - Y DIAMETER ____ OK -8 Y - 1S DIAMETER DATE I NO.] REVISIONS ROOF CURB FRAMING -NONE SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 30008. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. OTY WIDTH LENGTH SLOPED AT RIDGE ROOF CURBS -NONE OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR 8" 18 _ or 18 SKYLIGHTS / WALL LIGHTS TRANSLUCENT SKYLIGHTS OTY:___ SIZE:___ TRIM:___ TRANSLUCENT WALL LIGHTS OTY:_14_ SIZE:_4'5"__ RECENT PRODUCT REVISIONS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. 1. THINK SAFETY! FACADE -NONE PHIL THOMAS 2846 CHICO AVE. CHICO, CA 6/5/98 _g- SBS CLEAR CORNER TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT FACIA PANEL TYPE ___ GAGE: __ COLOR: __ TRIM COLOR:_______ SOFFIT PANEL TYPE: GAGE: __ COLOR: __ TRIM COLORv BACK PANEL TYPE : GAGE: ___ COLOR: TRIM COLOR___ CANOPIES -NONE CLEAR SOFFIT SOFFIT OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR EAVE TRIM ____ TRIM COLOR:______ DOWNSPOUT ELBOWS ONLY: OVERHANGS -NONE 07Y PROJECTION LENGTH SOFFIT TYPE COLOR GAGE SW -- -- ------ - ----- 26 SW ---__ 26 DOWNSPOUT ELBOWS ONLY: ____ DOWNSPOUT RETURN: --- EW ---- ------- ------------- 26 ------ ----- ------- --- ---- 26 PARTITIONS -NONE OTY WIDTH - LENGTHHEIGHT PANEL TYPE CAGE COLOR _ - - - SPECIAL NOTES Y MISCELLANEOUS MATERLA! DATE ENGR I DATE DRAWING SUBMITTAL ISCALE: STATUS ( ] FOR CONSTRUCTION DRAWN BY: GAR [t] FOR APPROVAL CHECKED BY: [ ] FOR PERMIT ONLY _ [ ] FOR PRELIMINARY DESIGN APPD DATE PHIL THOMAS 2846 CHICO AVE. CHICO, CA 6/5/98 _g- SBS DOWNSPOUT RETURN: __ f�C `nco No.53344 Exp. 6-30-99 fgTF O;Fr C Qj m 9 CALIFORNIA I DRAWING. NUMBER'I51169801 ABC -2I 0 BP03-A• T 2 01 1 k OP03—A Sz 19 91 X -BRACING THIS BAY 91 OP08=A T 2 a K - BP08—A T 2 O O O of .r-anacrrvc inra ON/ pl 'I ,., 1 18.41 20'0 1B'4 1'7 I EE, 2 3 � Q 60'0 OUT TO OUT OF CONCRETE I y (o� ✓� } �" No. 5Qj 3 I m I m m m Qj 9 ANCHOR BOLT PLAN �l'�%� FINISH FLOOR ELEVATION = 100'0 U.N.O. I Vl� BOTTOM OF BASE PLATE ELEVATION = 100'0 U.N.O: NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE 1 I PHIL THOMAS 2846 CHICO AVE. I I I I DRAWN BY: CLR 6/2/98 ( J FOR APPROVAL [�) FOR PERMIT ONLY ( ] FOR PRELIMINARY CHECKED BY: DESIGN APPD CHICO , CA SBS o I o c DRAWING. NUMBER' 51169801 AB -1 REV.NO. 0 O 06/02/98 07:a8:t ver. 12.3 Bo 1 I I I � 1 I ' � I I I I ' I ' I I I � I 1 ' a I 41 O 0 O m I MOT I m ' I I OP08=A T 2 a K - BP08—A T 2 O O O of .r-anacrrvc inra ON/ pl 'I ,., 1 18.41 20'0 1B'4 1'7 I EE, 2 3 � Q 60'0 OUT TO OUT OF CONCRETE I y (o� ✓� } �" No. 5Qj 3 Exp- 6-3&g m Qj 9 ANCHOR BOLT PLAN �l'�%� FINISH FLOOR ELEVATION = 100'0 U.N.O. I Vl� BOTTOM OF BASE PLATE ELEVATION = 100'0 U.N.O: NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE PHIL THOMAS 2846 CHICO AVE. MODE �,,,/� CALIFORNIA [ ] FOR CONSTRUCTION DRAWN BY: CLR 6/2/98 ( J FOR APPROVAL [�) FOR PERMIT ONLY ( ] FOR PRELIMINARY CHECKED BY: DESIGN APPD CHICO , CA SBS AMERICAN BUILDINGS COMPANY ' DRAWING. NUMBER' 51169801 AB -1 REV.NO. 0 CAO BY: 06/02/98 07:a8:t ver. 12.3 c V. a 1-,