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HomeMy WebLinkAbout016-220-059bl�-a�o-off 04S.014)-& 00-1514 MGUI, JOSE & MARIA WHUCHURCH LN.,, CHICO SEWING SHOP MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (OccuDancv. Area Pro ert Gypsum Board 1st Layer\ 2nd Layer Walls Ceilings 1%llbl U6 Came C'�'uv� T s /A/ �s 3 x r��' MMERCIAL GL - IN I V-1514 JAUREGUI, JOSE & MARIA 13351 WHITCHURCH LN.,, CHICO SEWING SHOP r "3 Tn mer �bui�adr,Zna l Ted Crau)Ao -d b's l�, lc,uecf , uxt� h ydra 7-ks gold( !01r?al for' 'Wed Q 2GYhe/71-job 25.17 14WA bvl�. ,gpprovcc /•. A/f/00 Lig_ A-10 a e p- ° • �� �p �oa► S {- Gis c, .� � ae } c j OFFICE c Py l Address- I I GAS Meter By Date ELECTRIC I I Meter By V Date���2� I V=OK O=Not OK = Not Applicable = Not Ready COMMERCIAL Date U RFLOOR (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope-Soil Report Ftg., n; Soils Ground.-Ftg. Depth d Downs -Bolts -Straps -Embedment -Hai ms 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Slomwalls. Main; Steel-Blockouts-Wrapped e' I. del -Grade -Placement a , Steel -Wrapped -Wire Mesh �fl 8 ie - teel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date)Card B-1Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. k.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date ' FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. G -Lam cert. -Placement -Support feel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 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 -Fire Port'. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing 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. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Aooroval 87. Energy Compliance Certificate -Other Certificates 88. Roofino Certificate -Fire Rating 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: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBIN ermit OK except #'s 16. W r H .; Vent -Access -Combustion Air -Baffle Wa Pipe; Test & Anchor -Nail Protection 1 W.V.st-Fittings & Anchor -Nail Protection 19. Sir> -Floor-Grease Trap andicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations 44 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 4a._Sing1ase-Three Phase -Equip. Bond 2 ' e Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date)Card B-1Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. k.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date ' FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. G -Lam cert. -Placement -Support feel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 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 -Fire Port'. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing 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. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Aooroval 87. Energy Compliance Certificate -Other Certificates 88. Roofino Certificate -Fire Rating 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: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) r: ..'.r`y. �-�i�"'4..:,:-ti9�.' ��'tii'�%1 gT ,.+i.✓�..�"�'^`yi�''��'ii �`-:3z�'�' ;�3::+.�^^"' a �ii..•r, r { COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A61X Q// 6,0 - /Z-1 L/ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact -,this office immediately. r"1... Y... T L 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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. j/rev/e c- Y/Z/ . s 7 -&1 � "s A -T I�� Date a_ �/ Inspector �t f `-+�.� ✓sl"Z� uv REV 10/92 f CERTIFICATE OF BOLTING INSPECTION ::YaU%V esu ' DATE: 2/23/01 PROJECT: Dx-namic Gear CLIENT: D\-namic Gear 17267 Contractors Dr., Unit H Chico, CA 95973 Bolt Size (in dia) Req'd Tension (lbs) Test Torque (ft -lbs) Turn of the Nut (turn past snug) Impact Test (sec) 3/4" 28.000+5% E 1/J DESCRIPTION OF WORK Arrived at job at 0800 hrs. to perform special inspection of high strength bolting at the Beam to Beam Splice and Beam to Column Connections. Before tightening the bolts Nve verified that the materials used in this assemble were in conformance «ith the requirements of section 2 (Bolts; Nuts; Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 3/4" diameter A32_5 grade high strength bolts without hardened steel washers beneath harddned steel nuts. No washers were used in this assemble, so the Tum -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter. length,. and grade used in this structure were tightened in the Skidmore Wilhelm tension-indicatiric, device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table ; will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 128 bolts in the stricture. a11-128 bolts were tightened using the above mentioned procedure. No failures were noted. Based on the above mentioned procedure, it is our judgment that all A325 high stricture have been properly tensioned in accordance with the RCSC Specificat contained in the AISC Manual for Steel Construction. / �I.rogan Inspector ICBO # 1098181-85 C-038692 Exp. 3131101 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �4 • Ci UN Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7" ounty Center Drive Oroville, California 95965 • Telephone (530) 538-754 / ERyy T No. (Rev. 12/96) APPLICATION AND PERMIT 1yryry��,�11'!_al�� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT Q48-010-059 Y— , OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .MSE AND MARIA JAURMRC, ---3 035 F1 219,520,00 OWNER'S MAILING ADDRESS6860 (^T�� �� KINGSr 050n (J/{ CONTRACTOR'S NAME TELEPHONE I T CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 2 rifi, ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Rgorr a HFAMNf Permit Fee $ 1185.50 ARCHITECT OR ENGiNEERS MAILING ADDRESS 2044 T Plan Checking Fee $ 770.25 _ BUILDING ADDRESS - Energy Plan Checking Fee $ M.RCH is, Cum= PERMIT FEE $ 2021.1S LOT NO. SUBDIVISIONS NAME PARCEL MAP 2 111. 54_55 PLUMBING PERMIT Filing Fee 20.00' Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome Ox Other MANUFACIU NG SHO- : Water piping 15.00 ir SPECIFY Each as water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New [31C Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work: TEMLE PRODUi I N Mobile Home I S I G I W F 020.00 PERMIT FEE $ 171, ELECTRICAL PERMIT Filing Fee 20.00 R LESS Main Service . OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION TO Main Service TO 46.00 NEW CONST. DWELL EE OCCUCUP. OR ADDNS. ( & ACC. BUDS. SO 3.50-- I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter MULTI.OUTLET @7.50 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,ppµpt°S,D and my license is in full force and effect. POWER APPARATUS License Class Lic. No. a SINGLE ovrtET cIR. 20 I'w OWNER -BUILDER DECLARATION OUTLET OR FIXTURES Ex. Occup.SAL @ .w OR Ex. Occup. OUXTLEEDTS(REESIO.) EA 5.00 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Temporary Service 23.00 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. Mobile Home Facilities 20.00 Misc. Wiring23.00 ]' 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 PERMIT FEE $ 68.00 WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating 1 15.00 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Cooling3 SWAMP 3 15.00 45. 0 compensation, as provided for by section 3700 of the Labor Code, for the,� COMINGXt�A 15.00 performance of the work for which this permit is issued. Hood Ventilation 3 4.50 13.50 ❑ 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: PERMIT FEE $ 108.50 Carrier Mobile Home Installation Fee $ Policy Number (The above sections need not be completed if the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) cc B%F1 CONST. TYPE VN TOTAL FEE $ 2565.45. 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' HAZ. D. FEES IMP J( FLOOD x CDF x p CEL A PD ii HD X ISSUE compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall This permit is hereby issued under the applicable provisions forthwith comply wi h those provisions. Z/,� of the Butte County Code and/or Resolutions to do work X j' ,.. , " _ ! Date ra —t _ indicated above for which fees have been paid. Signature of'Applicaht/- Owner ❑ Contractor ❑ Agent AnOSHApermit is required f r excavations over 5'0" deep and demolition or construction ,A ���' j t of'structures over 3 stones in height. ,- By ,/ (;,N ' 1 'i�_ 'Date PERMIT EXPIRES ON V� Te Receipt No. �'�'0).11 ",Z�90.60 - i -,(J. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OFIBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754T o• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 048-010-059 ZONING M-1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 6860 F1 219,520.00 OWNERS MAILING ADDRESS 97R KINGS CANYON CHICO 95973 6 B 36 480.00 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 956,000-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1185.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 204A RA CHICO Plan Checking Fee $ -IM -01F, BUILDING ADDRESS ,. Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 2n91 .75 LOT N0.2 SUBDIVISIONS NAME jjjL-54-55 PLUMBING PERMIT Filing Fee 20.00 Each Trap q 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome C� Other MANUFACTURING SHOP SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each gas water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Ufilities ❑ Installation ❑ Other ❑ Describe Work: TEXTILE PRODUCTION Gas piping system 1 - 5 outlets 15.00 45.00 Building sewer 15.00 Mobile Home I S I G I W I 920.00 PERMIT FEE $ 121.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2�ooA OR LESS 23.00 23.0 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.POWER 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. JK I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BUDS. SD 3.5¢FT; NOON-REOMULTI. SID. OUTLET 97.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA2L@''0° L Q .50 Ex. Occup.ouXTitrs AEsID.°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 268.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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' compens 'on provisions of section 3700 of the Labor Code, l shall forthwi/coply w' h those provisions. rfof X Date (0- �0 �-00 g ature ofApp nt - n r Contractor ❑Agent IVAn SHA permit i req Ired for x avations over 60" deep and demolition r construction over�3 s ries in h ht. MECHANICAL PERMIT Filing Fee 20.00 Heating 1 15.00 Cooling 3 SWAMP 3 15.00 45.00 Hood COOLING XXX 15.00 Ventilation 3 4.50 13.50 PERMIT FEE $ 10$.50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ B F1 CONST. TYPE VN OTAL FEE $ 2565.25 HAZ. X D. F IMP X FLOOD X CDF X PARCEL X PD X HD I X ISSUE X This permit is hereby issued under the Butte County Code and/or indicated above for which fees have �- By � PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. hh Daate Y S d .5 (Dit,) ReceiptNo. 302011/$2590.60 -$25.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPFAENT ,SEWICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 I No. (Rev. 12/96) APPLICATION AND P,kRMIT ASSESSOR PARCEL NUMBER / �. �j ZONING,;Z�N "S � �� (j rc L" BUILDINGPERMIT OWNER y , TES ".OQ3. ,.. OWNERS MAILING ADDRESS ... 7 0� SQ. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER /P"1 Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEERgO i / G i' ©lel UC FSE D. FilingFee $ 20.00 Permit Fee $ ARCHITECT OR EN S IUNG AD RESS '-5Q e , (> Plan Checking Fee $ . IByIL5 9TSS a Energy Plan Checking Fee $ � Q - ^- © C,7-069 PERMIT FEE $ LOT NO.,,), SUBDIVISIONS NAME PARCEL MAP [[�J rr • 5 7 ,S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE �J���•G.-�uyIy�C) SF ❑ Duplex ❑ Mobilehomeg Other ,_,j.. � � � SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New )q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:' 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 z�ooa oa mss 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.P License Class Lic. No. OWNER.00 -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 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of 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 Date 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 tow TO I000A 46.00 NEW CONST. DWET.L.IFKi OCCUP. SO OR ADDNS. ( a ACC. BLD S. 3.50Fr. HOµR6,U ' MULTI -OUTLET @7,50 OWER APPARATUS a SINGLE OUTLET CIS. EX. Occup. OUTLET OR FIXT BL @ A�. 0 FIXED APPLNS. OR Ex. Occup. ouTLErs RESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAz. D FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under 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 (Date) No. .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-APPLIC F a W COUNTY OF BUTTE - DEPARTMENT OF DEVELO ENT SERVICES - BUILDING DIVISION 7 County'Center Drive • Oroville, California 95965 • Telephone (530) 538-75W-1,61* 38-7561 NO. (5.12/96) APPLICATION AND PERMIT f ASSESSOR PARCEL NUMBER ZONINGI BUILDING PERMIT OWNER TL' HONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAUNG ADDRESS CONTRACTOR'S NAME TIiLEPNONE • O CONTRACTORS MAUNG ADDRESS CONSTRUCTION LENDER 0 � 0 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ , O ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 ARCWECT OR ENGNEM S MAUNG ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS Energy Plan Checking Fee LAT NO. I SUBDIVISIONS NAME PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SpEcry TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ti $ O2 _ PERMIT FEE $ ELECTRICAL PERMIT PLUMBING PERMIT Fling Feel 20.00 Main Service Each Trap 7.00 ov Solar or heat pump water heater 23.00 200A TO I000A Water piping 15.00 Each gas water heater or vent 15.00 DWE11NXi OCCUP. 8 ACC. BIAS. Gas piping system 1 - 5 outlets 15.00 Q N CONS NO"ESIO. Building sewer 15.00 07.50 Mobile Home S G W @20.00 Ex. Occup. PERMIT FEE $ ' ELECTRICAL PERMIT Fling Fee 20.00 Main Service 800V OR LE SS 2ooA oR LESS 23.00 Main Service 200A TO I000A 46.00 NEW CONST. OR ADONS. DWE11NXi OCCUP. 8 ACC. BIAS. 3.5¢S0. FT. N CONS NO"ESIO. MULTI -OUTLET Mw -. rlo 1— 07.50 Ex. Occup. oUTLET OR FORUREs 2° 4 I -M BAL 9 .SO EX. OCCU FULEO APPLNs. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ -?-)I- MECHANICAL PERMIT Fling Fee7l 20.00 Cooling ,��- SCU Av � I? 115- 44 tj Heed (,f-01 1,r4 6.50 / � -� Ventilation PERMIT FEL: I Mobile Home Installation Fee Is Energy Inspection Fee $ �occ CONS . TTE T- ` L FEE $ Q D. FEES MLP N FLOOD CDF p HD 4'SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date % E.H4 USE ONLY ~� Flat Plsr "Atlas •� f Floor PP'�n A Fho S Sent to TO: Building Departme FROM: Environmental Health l SUBJECT: Sanitation Clearance Ow er Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well x Clearance for dwe". Other Mold final for: Final clearance O.K. for: (VOTE: 1LI*A-*'m&4 I waXleb Environmental Health Specialist Date 8/96 "In the event the number of people and/or number of service connections for the proposed project increases OR the number of people and/or service connections served by the proposed water source increases, a water system as defined by the California Safe Drinking Water Act may be created. As a result, all applicable provisions in the California Safe Drinking Water Act must be met. Please contact this Department at 538-7282, when and if this occurs." CCB/dd/wells/smallwaterclearance C Or COUNh' OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ,_ I Lk uvl elq W, ' ASSESSOR PARCEL,NUMBER: 0 'f 0 — D/ o :0 3-7 Proposed Building Use: V &SYVI/y�.j Building Inspector: nDate: At time of permit application, I was advised the following data must be submitted prior to permit rocessmg and/or issuance: ----------------------------------------------------------- Date Received By El 1. All" items have been submitted.-------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- E15. ------- ❑5. ., gineered truss details and layout in duplicate (required prior to plan review) o faxes! ------------------ �6. Energy Design Compliance and supporting documentation. - � �e -- ly� 7 -2 -6 --to ----------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- tr2Cac1h'16rnia '_Hazardpus Material Form. ------------------------------------------------------------------------------------------ factured Home data and installatio u g .---------- s of $ - ----- ��---------—c�—�!St�IAMrfIzGf� pact fees as shown on thea achedhedule------------ ------ - ------ - - y� --- - Department of Forestry plan approval/fees.-t------ -- ----- - ---- ---------------- ❑ 1 . Flood elevation certificate. ------- 4. Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- 13 ❑ Plot plan and business license approval from the City of Biggs. ------------------- ------ ------ --- ------ ,,�� � / Planning approval for (A) Use: 0>)C1 (B) Parking: >d%e� - - ---- ------------- `i-11— e� MrZY 8�&ntact Land Development about dimprovements, R(Drainage gal Parcel. ----------------------- G �30 zcxv w ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------- (Date) (/;Telephone � you issue the ermit, process as „%blows ❑ Mail to owner, 0 c tractor. UJ Telephone `/ U S and ho for pickup aty office. ❑ Deliver with inspector. S' 7-2 v c 77-Vj�1n/ /' _ Applicant• r Date: 1! —00 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: v % By: 1. Index permit application for the above items numbered: l7 Ye r C, Vx I r i Q 131flan 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 advigd of the above r%uired data by ❑ phone, ❑ mail, ❑ Buildin Di • ion counter, by Date: Plans reviewed by: Date: ' 0 Plans approved by: D;te.7F3 1. 00 Sets of plans on 96fd in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. _,'<V,VNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1,k►_ -e11 G" ASSESSOR PARC ER: C `-{-D — I Proposed Building Use:,J Building Inspector:Date: At time of permit application, I was advised the following data must be submitted prior to permit brocessing and/or issuance: 111. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 0. Fees of $ V ,. Impact fees as shown on the attached schedule. . California Department of Forestry plan approval/fees. �P ❑ 1 . Flood elevation certificate. I W4. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 11 Plot plan and business license ap roval,� i frig s. 271"/. Planning approval for (A) Use: ��� (f�l°ariw�k>tfg0 Q? x"18. Contact Land Dev"elopment about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required. 112 1. Contractor's license information. (Number, Name Style, Classification). C1 22. Workers' Compensation carrier and policy number. 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 1329. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: /owl/ /, 11► WhO you issue thepermit, process asfollows ❑ Mail to owner, ❑Mail contractor. elephone .3 L and hold for pickup at C d office. ❑ D iver with inspector. Applicant: r Date: EXPIRATION OF LICA Applications for which a permit has not been issued, will a re by limit6on one ye after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER N0_LA- �J PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due .......... -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES ��� ( CJ (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... 'I S OO x $0.03 = $� Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK 0 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # 041 —0 O DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan cheq�king process. APPLICANT DATE 6-30 ._00 Pursuant to GgCCe)9tda t Code Section 660'0, you re hereby not#1 that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You ys from the date of appro al of the project r from the imposition of the above mentioned items during which you may protest. The rements for a protest are ec' ied in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) PAq REVIEW RESPONSE IORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. U this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you, response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: jnr'E jt4A-1'Z4F6'Jf 0b Z'7 /0 0 ASSESSORS PARCEL NUMBER PERMIT NUMBER D ef- 8 - OO - X,5 7 4RESPONSE FOR PLAN CHECK LETTER DATED: 4UGOS7- .l 6, 20dC� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: !�J / I'S (,(�{�el nCt"L' - s d ees7 e �i y oade 8'2I -o t �i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS'/%CALCS: COMMENTS: RESPONSE BY: COMMENTS: MENTS: LOCATION ON PLANS/CALCS: ON PLANS/CALCS: August 16, 2000 Jose and Maria Jaurequi 578 Kings Canyon Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 048-010-059 Building Permit Number: 00-1574 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, -all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a floor plan sho�Vkg placement of all equi 'ent including, but not limited to all tables, sewing machines, sergers, ironing including rack storage. Provide a processes which take place. Prov1* 1 building including all owne N NUMBER OF PEOPLEEMPLOI ALL THE REQUESTED ITEMS. 2. 0. K. 3. 0. K. 4. 0. K. 5. 0. K. 6. 0. K. pment storage for materials and finished products ption of all uses for the building and all ;ople that you expect to be working in this Y LETTER PRQVIDED TO ME WAS REGARDING THE ED. ,PLEASE RE HI$ CAR.FFULLY.AWD.REPLY TO 7. O.K. -.Provide restrooms based on occupant load of building and requirements of Table 4-1 of the Uniform Plumbing Code for both office and industrial use. Provide three toilet fixtures and minimum of two lavatories for males and the same number for females. Unisex restroom may be counted as one for each sex but you will still need an additional toilet and lav for each. Additional required fixtures must be in separate facilities, not additional unisex facility. NUMBER OF FACILITIES IS NOT BASED ON YOUR NUMBER OF EMPLOYEES BUT RATHER ON THE BUILDINGS OCCUPANT LOAD AS STATED ABOVE. THE ADDITIONAL ROUGH IN FOR ONE MORE TOILET AND LAV IS NOT ADEQUATE. REVISE PLANS TO SHOW TWO TOILETS IN THE RESTROOM FOR MALES AND TWO TOILETS IN THE RESTROOM FOR FEMALES. PROVIDE STALLS FOR EACH TOILET AND ONE MUST BEAN ACCESSEBLE-$JALL/IN EACH MALE AND FEMALE RESTROOM. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees will be recalculated upon resubmittal of revised plans. 2. Provide sanitation clearance from the Chico office of Environmental Health. Plans with the requested revisions to number of toilets must be submitted. t incerely Martha tney Plans Examiner cc: Bob Heaton • • U Q v -e- �'ai Gly S 1aCcCe� llit�� Ile c u s --�v;q c✓ S cc if -S cAc/4.S b4s� s CI) 1-5C �*j�SCl Y C�a iA cJ DYNAMIC GEAR 13267 Contractors Ln Ste. H Chico, CA 95973 August 7, 2000 Dear Sir or Madam: In response to your inquiry, the number of male employees is nine and the total number of female employees is nine. As an organization, we do not anticipate any increases in personnel in the near future. Should you need any further assistance, please feel free to contact my office during regular business hours at the following number, 895-1035. Sincerely, Maria Luisa Jauregui Owner August 16, 2000 Jose and Maria Jaurequi 578 Kings Canyon Way Chico, CA 95973 0 P 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 048-010-059 Building Permit Number: 00-1574 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on. the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide a floor plan showing placement of all equipment including, but not limited to all tables, sewing machines, sergers, ironing equipment and all storage for materials and finished products including rack storage. Provide a complete description of all uses for the building and all processes which take place. Provide number of people that you expect to be working in this building including all owners. ONLY LETTER PROVIDED TO ME WAS REGARDING THE NUMBER OF PEOPLE EMPLOYED. PLEASE READ THIS CAREFULLY AND REPLY TO ALL THE REQUESTED ITEMS. ►1w0m 3. O.K. 4. O.K. 5. O.K. 6. O.K. 7. O.K. ' • ,}OProvide restrooms based on occupant load of building and requirements of Table 4-1 of the Uniform Plumbing Code for both office and industrial use. Provide three toilet fixtures and minimum of two lavatories for males and the same number for females. Unisex restroom may be counted as one for each sex but you will still need an additional toilet and lav for each. Additional required fixtures must be in separate facilities, not additional unisex facility. NUMBER OF FACILITIES IS NOT BASED ON YOUR NUMBER OF EMPLOYEES BUT RATHER ON THE BUILDINGS OCCUPANT LOAD AS STATED ABOVE. THE ADDITIONAL ROUGH IN FOR ONE MORE TOILET AND LAV IS NOT ADEQUATE. REVISE PLANS TO SHOW TWO TOILETS IN THE RESTROOM FOR MALES AND TWO TOILETS IN THE RESTROOM FOR FEMALES. PROVIDE STALLS FOR EACH TOILET AND ONE MUST BE AN ACCESSIBLE STALL IN EACH MALE AND FEMALE RESTROOM. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees will be recalculated upon resubmittal of revised plans. 2. Provide sanitation clearance from the Chico office of Environmental Health. Plans with the requested revisions to number of toilets must be submitted. Sincerely, Martha Whitney Plans Examiner cc: Bob Heaton -• • , r r� P&N REVIEW RESPONSE QDRM In order to expedite the review of your plans, please Complete the following information and return this form with your re -submittal. It this form is not complete, as to all Correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not Considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FARM TA A MPY OF YOUR PIAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINA1 DI &ac OWNERS NAME DATE: JOSE MA-12,1A—,J0A-,<E6U1 /4v&U sT ASSESSORS PARCCtL NUMBER PERMIT NUMBER 0T b - olo - OS -7 00- / 57q - (RESPONSE FOR PLAN CHECK LETTER DATED: AUGUST 1) 20v L) PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: S/`f 77 A / 41 z-�2. ,&-Tr - &e7 1�s,�-,- �] COMMENTS: /Q /s,cyi GGGE�� Ow.v E� �5- - ESG/L1 ��3 Ole .4 Alb, Of PLAN CHECK ITEM # 3 RESPONSE BY: 1q. 146-A Tort% LOCATION ON PLANS/CALCS: S tf T 14, I COMMENTS: jZl N A16 - FOUAIrA-1p6-10 AAEA 2 `T O-% L& -r ---f' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: /l, H6AZIDaJ L &A zr a, 7-s�/ CHECK ITEM # RESPONSE BY: LENTS: 72� 1ylE-�FTELVU//1- M6)TyS CHECK ITEM # RESPONSE BY: RENTS: InAl 0A/2-6-iP P12-oVI 0 &7n I H (5 /f'1,-/l!Ur—A•Cr02/N6-- A-,e-6F_j,-S 11VO14,EZ ;ATION ON PLANS/CALCS: Sw7-. A , S/,D 6- o F 3 TION ON PLANS/CALC 5d T A e -T `0'4\) GDAIDJ %'/ 0,6S -ZD RESPONSE FOR PLAN CHECK LETTER DATED: U& -UST /1 7-006 PLAN CHECK ITEM # RESPONSE BY: fQ, �-roAi LOCATION ON PLANS/CALCS: COMMENTS: A.C.. L) AJ► 't,OGATiiw ! 1tu-=ZTl-Yo� ///,+/I/ O/C �,n6o &P -n 5 9' /s /V477 e --Ar '/c.e(, zb go� (� ll✓G-. /i?�FM6 A� 0 /C.. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: e�l �Q, 46AT0 A) 5H -Z l A I/ COMMENTS: PLV M/3/ /✓G' 14*s AIDC60 /4' PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: August 1, 2000 Jose and Maria Jaurequi 578 Kings Canyon Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 048-010-059 Building Permit Number: 00-1574 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 01. rovide a floor plan showing placement of all equipment including, but not limited to all tables, wing machines, sergers, ironing equipment and all storage for materials and finished products including rack storage. Provide a complete description of all uses for the building and all processes which take place. Provide number of people that you expect to be working in this building including all owners. 2. Floor plan requested above is to show clear exit path from all areas. ,Provide drinking fountain in an approved alcove per Chapter 11 CUBC 4. Architect of record is to verify flame spread classification of all interior finish materials in both office and manufacturing areas. 5. Provide one opening into the building within each 50 linear feet along one side of the building or provide this structure with fire sprinklers. Section 904.2.2 UBC Exits must still meet required distance separation. 6. Provide second signed 'Rof energy calculations. Architect is tofovide verification that the manufacturing area is not indirectly conditioned area per definitions in the Energy Manual. 7. Provide verification that roof members have been sized for mechanical loads. 8. Provide restrooms based on occupant load of building and requirements of Table 4-1 of the Uniform Plumbing Code for both office and industrial use. Provide three toilet fixtures and minimum of two lavatories for males and the same number for females. Unisex restroom may be counted as one for each sex but you will still need an additional toilet and lav for each. Additional required fixtures must be in separate facilities, not additional unisex facility. 9. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Building permit fees will be recalculated upon resubmittal of revised plans. 2. Provide sanitation clearance from the Chico office of Environmental Health. Plans with the requested revisions to number of toilets must be submitted. Sincerely, Martha Whitney Plans Examiner cc: Bob Heaton PRC --ECT PROCESSnU HJ. -1 :Ukw APPLICANT: OWNER: PERMIT Oo " A. P.#: fs-Otv -O� WORK DESCRIPTION: DATE D N OF STEP 12. National Electrical Code requirements (Medical - Article 517, Assembly - Article 518, etc.). 13. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 14. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). lz: Roof drainage (Uniform Building Code section 1506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). /Y. Guardrails (Uniform Building Code section 509). XAttic access and ventilation (Uniform Building Code section 1505). Skylights (Uniform Building Code section 2409 & 2603.7). XStages and platforms (Uniform Building Code section 405). 9. Interior Finishes-Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: 1. General egress requirements: _ 1.1. The Exit Access (Uniform Building Code section 1004). e" t 1.2. The Exit (Uniform Building Code section 1005). 1��G 1.3. The Exit Discharge (Uniform Building Code 1006). 2.) Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3). 5.. Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4). 6. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 7. Egress requirements based upon occupancy category (Uniform Building Code section 1007). 8. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 9. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 10. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 11. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: Brick or stone veneer (Uniform Building Code section 1403). Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. High Strength Bolting. 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. xpansive soil - special foundation design required. ILDING PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. Fire Sprinklers required. 4. Special Inspection requirements. V- 5. Use Permit conditions. t l � Page 2 of 2 0" NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: " I a,(, 62-V (,(,(,• Building Permit Number: D© -�s/ Plans Examiner: -A. P. Number: _O q � r- 0 / 0 -6),S_9 GENERAL: 1. Plans designed and wet stamped by a California licensed architect or registered engineer. 2. Complete Code Analysis provided. 3. Proper description of work on the application. 4. Zoning requirements - Planning Divisiori approval. 5. Land Development approval. 6. Fire Marshal approval. 7. Environmental Health Department approval - (a) Kitchen (b) Pool (c) H occupancy. Y Hazardous Materials and Emissions Questionnaire. 9' Building permit valuation. 10. Existing violations on the property. 11. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 0 State Responsibility Area review of plot plan. 7. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 8. FAU & FAS road setback. 9. Building or utilities across lot lines (record form). OCCUPANCY REQUIREMENTS: I. Compliance with specific occupancy requirement. 2. Occupancy Separations (Uniform Building Code section 302). 3. Area Separations (Uniform Building Code section 504.6). 4. Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). 5. Maximum height requirements (Uniform Building Code section506 and Table 5-B). 6. Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). 7. Fire Sprinkler System (Uniform Building Code section 904). 8. Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). 9. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 10. Smoke Control (Uniform Building Code section 905). )- . &_ " OCC:t� `� 11. Accessibility for the Physically Disabled (Title 24). R "Y� c5"'t U 4. Pagel of t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 TEMPORARY CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 00- 15 14 for the following: Use Classification Textile Production Shop Address or Location 13251 Whitchurch Lane, Chico, California Group: B/F -1 Occupancy, Type: V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 08/23/2001 By Scott Rutherford Chief Building Inspector Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Aug -23-01 8:33AM; Page 1/3 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Aug -23-01 8:33AM; day T"� Page 2/3 C �I 6 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; MASONRY WALLS N E S W 1 at Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS upah2X. Area. Pro G sum Board 1st Layer, 2nd La er Wall$ Ceilins i r ®�c►lt�ail �o,,�-�. c�.�UvL 1"f �f 9 Aug -23-01 8:33AM; Page 3/3 C MMERCIAL 048-01-0-059 00-1514 JAUREGL►i, JOSE & MARIA 1 3NI6 i WHITCHURCH LN.,, CHICO SE WING SHOP J-nf Aid 7a/ 1,n4i j -red Crau),Ard bs (Owcroed�y tOICf �i,7a/ rA, Ell _<ioel" Q 1�C.>rh8/J� �j yr io irx�� MWA 424 %!'�/ ®o L1s. rvc ,•low°r�,J �pC�a.vs �OPFICt�COP-- Address �s GAS Meter 9y Gate"__ ELECTRIC Meter 8y lJatE� w el .- ..suite L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1514 Expiration Date: 8-31-01 A.P.# 048-010-059 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the cuica office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: Jose & Marie Jaruegui ADDRESS: 578 Kings Canyon Way CITY 8 STATE: Chico, CA 95973 DATE OF CLAIM: 09/21/2000 IMPORTANT. • SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Clerical error. Overcharged. (AP #048-010-059,BP #00-1514, Receipt#302011, dated 6/30/00,Owner Jose & Me Jaure ui.) ie Total amount paid $2,904.60 Total amount retained $2,878.95 Total amount to be refunded $ 25.65 TOTAL $ 25. 65 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. CDatedthis ` 7 day of: .7 � 20ffIt 11C.0 Calif. - Z r Siqlfi-aturh of Clain6ari performed or delivered and that t Budget Appropriation [ ] or Specific Board Approval [ ] (Check one) for the s I, the undersigned, hereby certify that, to the best of my knowledge, the serve%D�partrt*nt Dated this � day of -SE-P., 2000__,at 0/O V 1 L(,'C Calif. =Headed Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS Dept. Code Exp. Code PAYABLE FROM Dept Code Ex . Code PAYABLE FROM FUND FUND FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. Inter -Departmental Memorandum To: Mike Vieira, Building Offical F' From. Ted Crawford, ire Department Subject: Permit #00-1514, Jose Jauregui, Whitchurch Lane, Chico Date: August 1, 2000 It is requested that this permit not be finalled until I have had the opportunity to make sure the water system and fire hydrants are working properly. The system is currently being upgraded and I want to make sure it is complete prior to this building being occupied. If there are any questions please contact me at 538-7994. Thank you for your cooperation in this matter. CC: G. Morris Chrono File September 21, 2000 Jose & Maria Jaurequi 578 Kings Canyon Way Chico, CA 95973 Dear Sir: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (AP #048-010-059) Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mich el C. V eira Man ger, Building Inspection MCV:aam attachment ' Suite 'aCount L A N D O F NATURAL WEALTH • AND B E A U T Y September 21, 2000 Jose & Maria Jaurequi 578 Kings Canyon Way Chico, CA 95973 Dear Sir: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (AP #048-010-059) Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mich el C. V eira Man ger, Building Inspection MCV:aam attachment ' COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: Jose & Marie Jaruegui ADDRESS: 578 Kings Canyon Way CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 09/21/2000 IMPORTANT. SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Clerical error. Overcharged. ( AP #048-010-059,BP #00-1514, Receipt#302011, dated 6/30/00,Owner Jose & Me Jaure ui.) ie Total amount paid $2,904.60 Total amount retained $2,878.95 Total amount to be refunded $ 25.65 TOTAL $ 25. 65 I, the undersigned, declare.under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. Dated this day of 20_, a' Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that t Budget Appropriation [ ] or Specific Board Approval [ ] (Check one) for the same. Dated this day of 20000 at , Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Ex . Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. Our FOR BUILDING DIVISION USE: Receipt Information: Number: `3 ca o " I Date: /3D/2 Issued To: J Amount: �qo q, & v Fees Retained: Processing Fee: Bldg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ Total Amount Retained TOTAL REFUND DUE BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Add ress BUILDING PERMIT NUMBER �� �� APN OL d - 0/0 Nature of Business�- e�� L T t l _ oia Contact Person -e Phone # 1. Does your business or that of your tennants handle, store, or transport hazardous materials? K NO CI YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? rd NO El YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916AM4W) for a review of the project. 3. Is the business/facility/operation school site? J4 NO 0 YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? i' NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. L Owner or Authorized Company Representative�ignature)6-36-60 (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting t e applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. DYNAMIC GEAR CHICO, CALIFORNIA �! ROBERT 8. REN.1.11.01 �T FOF cAL�FO ROBERT B. HEATON At chitect 20/1/1 Palm Avem-le Chico. California 96926 (550) 1411-9019 JUPE couN, 010 WING DEPARTVFf ^P PP®VEn t BUIL0i NG ENVELOPE CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENVA PROJECT NAME Y AM I C /Z ENVELOPE MANDATORY MEASURES DATE 6,1-47 00 PROJECT ADDRESS WHlT41-50 u2CH C,4atlE C 14l co C4 PRINCIPAL DESIGNER- NVEL pE �T f1�,4�Tonl AaC(+1TG-L? TELEPHONE 34.3- 80 3S Building Permit N DOCUMENTATION AUTHOR 13. � Lw Z0 fJ TELEPHONE 7J. — 8o 39 343- Checked by/Date Enforcement Agency Use GENERAL/ INFORMATION DATE OF PLANS �j 2t3 BUILDING CONDITIONED FLOOR AREA 50 Tr CLIMATE ZONE I BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION bCNEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF ENVELOPE COMPONENT ❑ OVERALL ENVELOPE ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the The Principal Envelope Designer hereby certifies that the prodosed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: - I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Business and Profe on Code are pyinled in full in the Nonresidential Manual.) P INCIPAL ENVELOPE DESI NER-NAME 6C- T �. �vn1 S GN DATE 06 27 0o LIC. M C. 9 / 9 Z ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures -St66�_ A, I -------- I INSTRUCTIONS TO APPLICANT For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. ' Nonresidential Compliance Form November 1998 X -LOW G DEPAR ER ^PP ROV CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1 PROJECT NAME DYIVAfnl c �E�-Q 7cr7 CD Z0 OPAQUE SURFACES Surface Tvoe Construction Type (e.g., Block, Wood Metal) Area U-Value Azimuth Tilt Soler Gains YIN LocatlonlComments Form 3 (e.g.. Suspended Reference Ceiling. Demlslnq1qC—L NOTES TO FIELD For Building Dept. Use On - l RQA(- 150o 0.0,j — ' ❑ ❑ 0 'a C3' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ R,KWdn6 L, iLooF cc�Aw / A Erk(- 31" 0,077 AU, V R,13 blank.e . EXT. W4"S ooF 2- wooD &Oo 19.0SI I -- N R.►q.?.Xix- I6 CFr(C-1F cw. a/Ar c, Z woo O 600 0-081 ALA, V (IJ, 1'3, zx 4.1(D Qr cE w4cLS FENESTRATION SURFACES Fenestration Type Area U-Value Azimuth SHGC Glazino Type Location / Comments NOTES TO FIELD - For Bldg. Dept Use Only wmjvoW 1.. ¢8 0-72 E 0-50 Ctt--A4 QAST Waw wiNooW / 2 4- 0.7 2 N 0,77 ct" 2 MbAx(- WA-Lt- EXTERIOR SHADING Fenestration Exterior Shade Win low Ove ang Left Fin Ri ht Fin NOTES TO FIELD - For Building Department Use Only wKITTE 1N Nonresidential Compliance Form ilMr ONG DEPAiNo, e',F"4ber,1998 ^PPROVEP ENVELOPE COMPONENT METHOD PROJECT NAME Z)YA/A M (G & EA A WINDOW AREA CALCULATION SKYLIGHT AREA CALCULATION GROSS WALL AREA (GWA) ✓ o DISPLAY PERI - METER (DP) /A, GWA x 0.40 2-o-72—DP x 6 #tTL. 2oor- GREATER OF If the PROPOSED 1 WINDOW AREA IsmAX. ALLOWABLE greater than the 2 0 7 2 WINDOW AREA MAXIMUM ALLOWABLE WINDOW AREA, go PROPOSED to another method. 72— WINDOW AREA OPAQUE SURFACES ASSEMBLY NAME (eg. Wall -1, Floor -1) TYPE (eg. Roof, Wan, Floc HEAT CAPACITY WA U- l M -r(-. ttf* - 0-- 4- RcO #tTL. 2oor- 0- ¢- W A- t -G Z VXD A/AC- - 0 -- 4 - /lb of 2 wo3p (?.aor- o - ¢ I ATRIUM HEIGHT ENV -2 ATE 0(0 1Z7 /av FT IF _<_55 FT _ IF > 55 FT X _ X GROSS ROOF AREA ALLOWED AREA If the ACTUAL SKYLIGHT AREA Is greater than the ALLOWED SKYLIGHT AREA. go to another method. —�— ACTUAL SKY. AREA INSULATION R -VALUE' PROPOSED MINIMUM ALLOWED R./3 /il(3 R• l3 R • (3 ASSEMBLY U -VALUE' TABLE VALUES? MAXIMUM PROPOSED ALLOWED Y N M SWE JUIN E CC'411 Nonresidential Compliance FonnNovember>ti1998 DE Aar r t - APPROV om MECHANICAL CERTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-1 PROJECI'NAME CYNAM (C ekia LIC. ff DATE 06 ZZ7 00 PROJECT ADDRESSHITCAV nI1 C H, Co A �V PML DESIGNER-MECH NICA 61514T b. lvrJ �-< 1 eC TELEPHONE 3+3-8038 Building Permit H DOCUME TATE RUTHPU �• /—jy A'rCr4?J TELEPHONE bO 3 a Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS 0�p ,5Z00 BUILDING CONDITIONED FLOOR AREA BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION KNEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF MECHANICAL COMPLIANCE RESCRIPTIVE ❑ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT NVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. ' The documentation preparer hereby certifies (fiat the documentation is accurate and complete. D UMENTATION UTHOR SIGDATE 7JQA/ 06 z l a o ' The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical ' requirements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this t document as the person responsible for it's preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or ' 6737.3 to sign this document as the person responsible for its preparation; and that 1 am a licensed contractor performing this work. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, ' 5538, and 6737.1. (These sections of the Business and Profes5k5nRode are plihtediryfull in The Nonresidential Manual.) DES G ER -NAME I"C""'X , —91 Ad SIGN DATE LIC. ff CHANICALL MANDATORY MEASU ES Indicate location on plans of Note Block for Mandatory Measures 'Se� A)0• In. ' INSTRUCTIONS ------------- TO APPLICANT ' For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. MEC14-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ' MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required ventilation rates and airflows are shown on plans, See 4.3.4. MECH-4: Required for all prescriptive submittals. Nonrr'.sidenfinl Compliance Form ' WO-WNG DEPAWM�embr 1998 APPROVn CERTIFICATE OF COMPLIANCE (Part 2 of 2) MECH-1 PROJECT NAME ^ yly m/ c 6 c-Alz- DQ� At SYSTEM FEATURES MECHANICAL SYSTEMS SYSTEM NAME NOTE TO FIELD 1-111AG / Bldg. Dept. Use TIME CONTROL M ZONES Y: Yes N: No TIME CONTROL SETBACK CONTROL 8 S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Coding B: Both V: VFD ISOLAT ION ZONES , M: Outside Air C: Curve N: Not Required HEAT PUMP THERMOSTAT? Measure no less than ELECTRIC MEAT? /j O Column H on N: Natural FAN CON IROL Q MECH-3. VAV MINIMUM POSITION CONTROL? N A SIMULTANEOUS HEAT/COOL? /VO HEAT AND COOL SUPPLY RESET? a. VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE NONIr DESIGN O.A. CFM (MECH-3, COLUMN H) /00 HEFTING EOUIPMENT TYPE L. Ai "S HIGH EFFICIENCY? I IF YES ENTER EFF. # /r d 1 60% MAKE AND MODEL NUMBER 60-49TSTO,90 ,36o7 COOLING EQUIPMENT TYPE Et.tlr. HIGH EFFICIENCY? IF YES ENTER EFF. # Ii0 for 0 MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE TYPE (SUPPLY, RETURN, ETC.) �(f HEATING DUCT LOCATION R -VALUE¢ AT rI C COOLING DUCT LOCATION R -VAI -UE#. 2 AT t( C DUCT TAPE ALLOWED? - E7-5 HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEATICOOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? DUCT TAPE ALLOWED? PIPE INSULATION REQUIRED? Nonresidential ComrRanr.o Fomi ISOLATION TABLES: Enter code from table below into columns above. ZONES Y: Yes N: No TIME CONTROL SETBACK CTRL. Isolation Zones S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Coding B: Both V: VFD W: Water ISOLATION FAN CONTROL ZONES DESIGN O.A. CFM Enter number of I: Inlet Vanes Isolation Zones P: Variable Pitch C: Outside Air Cert. V: VFD W: Water O: Other M: Outside Air C: Curve VENTILATION OUTDOOR DAMPER ECONOMIZER DESIGN O.A. CFM B: Air Balance A: Auto A: Air Enter Design C: Outside Air Cert. G: Gravity W: Water Outdoor Air CFM. M: Outside Air N: Not Required Note: This shall be Measure no less than D: Demand Control Column H on N: Natural MECH-3. WULUING DEP I.- November 1998 MECHANICAL EQUIPMENT SUMMARY (Part 1 of 2) MECH-2 PROJECT NAME D Y/V ^ M I C (56 -AA ATE OO6 /Z,7 /D O CHILLER AND TOWER SUMMARY PUMPS Equipment Name Equipment T e Qty. Efficiency Tons TotalMotor Qt GPM BHP Eff. Drive Eff. Pump Control if DHW / BOILER SUMMARY Energy Factor or Recovery _Efficiency Standby Loss or Pilot TANK INSUL System Name System Type Distribution Type Oty. Rated Input Vol. Gals. External R -Val Wf! 67,Ez-r: s --r P.* i. Azw, o 4A. p&i e o N A PIA CENTRAL SYSTEM RATINGS , HEATING COOLING System Name System Type Q Output Aux. kW Efficiency Output Sensible Efficiency Economizer Type HVA -e / 004,4J Z G ► ¢ 000 NoAJG caro ° 3 6 0 0 -- /0.0 A10 N & CENTRAL FAN SUMMARY SUPPLY FAN RETURN FAN S t�stem Name _ Motor Fan Type Location CFM BHP Motor Eff. Drive Eff. CFM BHP Motor Drive Eff. Eff. ,HVAC, I Sv�PL Oorsrv& r2 o o 2- 0.8 a NV.4c. Ov-6fp Sao o.24'o, /o D AfTTFIM Nonresidential Compliance Form November 1998 W:laQING DEPAP1, "R,. APPROVEIE") EQUIPMENT DYNAMIC C,,%FAIZ NIX VAV SUMMARY Zone Name Type AT C C NINE CMI.CC HIM MEN =NoWl MNIMW ME! EMINIM MINE M MONIM IN MEN MilMoNNIN MONIM =ME HIM WIMMIN 001 ME! MEN MIMM NIMMN MIN � BeCC CCC.. AIMCEXHAUST FAN SUMMARY� Nonrecirlrnlial Compliance Form F T . Wi�. INGEPA Vor.1998 APPRO E MECHANICAL VENTILATION ' PROJECT NAME DYNA,14 (G /64 `` n MECHANICAL VENTILATION W FB I OC DD DE U CJ ' Totals (For MECH-4) MECH-3* OAT E 06 /Z 7 00 CJ /oa U TRANSFER AIR CFM ' NE Minimum ventilation rale per Section § 121, Table 1-F. Based on expected number of occupants or at least 50% of Chapter 10 1997 UBC occupant density Must be greater than or equal to 11, or use Transfer Air. Design outdoor ek Includes ventilation from supply air system t exhaust fans which Operate at design conditions. ' U Must be greater than or equal to (N -1), and, for VAV, greater Ilran or equal to (H - J). ' Nonnagldenffal Compliance Foran t -ffE CWN 1 -v November f998 ALDING DEPM a E_t. AREA BASIS OCCUPANCY BASIS COND CFM MIN. NO. CFM MIN, ' ZONE/ AREA PER CFM OF PER CFM SYSTEM F) SF B X C PEOPLE PERSON E X F 1 1 6E _S( 57 57G o. / 86r <o /S o _ ' Totals (For MECH-4) MECH-3* OAT E 06 /Z 7 00 CJ /oa U TRANSFER AIR CFM ' NE Minimum ventilation rale per Section § 121, Table 1-F. Based on expected number of occupants or at least 50% of Chapter 10 1997 UBC occupant density Must be greater than or equal to 11, or use Transfer Air. Design outdoor ek Includes ventilation from supply air system t exhaust fans which Operate at design conditions. ' U Must be greater than or equal to (N -1), and, for VAV, greater Ilran or equal to (H - J). ' Nonnagldenffal Compliance Foran t -ffE CWN 1 -v November f998 ALDING DEPM a E_t. MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME DYNAMIC G& -A l& DATED & /?-7 /O 0 SYSTEM NAME FLOOR AREA H VAC J 676 NOTE: Provide one copy of this form for each mechanicals stem when using the Prescriptive Approach. ' SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: COOLING HEATING - OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) /o S 2 Z ' - OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 70 - INDOOR, DRY BULB TEMPERATURE (See Chap. 8, ASHRAE handbook, 1993) �08� 2. SIZING 0.74- .74-4.2 ' - DESIGN OUTDOOR AIR 100 CFM (MECH 3; COLUMN 1) - ENVELOPE LOAD —" Btu/Hr (ENV -2 Part 2 of 5 Column E) 1 - LIGHTING — W / SF (Adjusted Actual Watts -LTG -2) - PEOPLE (0 # OF PEOPLE (MECH 3; COLUMN E) - MISCELLANEOUS EQUIPMENT (CG 6ZV/ , TTS / SF ' - OTHER /go o 1) QUGT Co Ss 5 7. ' 2) /Aire .T"rivA) /o 3) / qS;No ' TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.43 for heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x OTHER LOAD SAFETY FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY f. (o 0 S 104 9.6 Z. s 2.88 -616 /, O ( 0.74- .74-4.2 DRIVE 0, (V + �. o OF FANS B x E x 746 / (C x D) OI&Y 3 671- 21 0 4-- 2 35, b T KBtu / Hr KBtu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 5y5t57n A&ED 7b P2014106 A/2 CGow- FAN POWER CONSUMPTION U U FAN DESCRIPTION BATH Oe*AIS .Su/MY rArAJ CoAID&AAen.11 rAd DESIGN BRAKE HP 0.25 D. 33 U LD EFFICIENCY MOTOR DRIVE 0, (V + �. o OF FANS B x E x 746 / (C x D) OI&Y 3 671- 21 0 NOTE: Include only fan systems exceeding 25 HP (see § 144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Form U U 10 NUMBER PEAK WATTS CFM OF FANS B x E x 746 / (C x D) (Supply Fans) 3 671- 21 0 / /0& /go o 1 i9 3So 0 3 3-73 / qS;No TOTALS Z (Q O 9- q-+1 l7 TOTAL FAN SYSTEM A ! l POWER DEMAND Col' F / � WATTS / CFM ,&J -�^tl P Col. G ILyp�� yy��, p�s November 1998 GING DEPAi i i'v` .: j, PPROW "' 'R1�7T'�*�-�L 1 1 1 1 1 1 1 1 1 CERTIFICATE OF COMPLIANCE (Part 1 of 2) LTG-1 PROJECT NAME_ N,4ml c 6-6Ao� LIGHTING MANDATORY MEASU ES DATE z7 00 PROJECT ADDRESS W N I-rGI+UA" t�,av� - C M I [o CA. Building Permit P PRINCIPAL DESIGNER-UG TING 03 E l& A ronJ A AC44 I T&T TELEPHONE 3+:.8o36 DOCUMENTATION AUTHOR A. l 1C A TO TELEPHONE j3 +2j bo 3 S Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS &=00 BUILDING CONDITIONED FLOOR AREA -75 o 0 r Fr; CLIMATE ZONE BUILDING TYPE ONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF LIGHTING COMPLIANCE COMPLETE BLDG. ❑ AREA CATEGORY ❑TAILORED ❑ PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. The Principal Lighting Designer hereby certifies that the proposed bullaing aesign representea In this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in the applicable parts of Sections 110, 119,130 through 132, 146, and 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed In the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Pmfessions Code aro printed in full in the Nonresidential Manual.) PRINCIPAL LIG14IING DE IGNER-NAME SI DATE LIC. N LIGHTING MANDATORY MEASU ES Indicate location on plans of Note Block for Mandatory Measure 9+-&�-T G-' 1 IINSTRUCTIONS TO APPLICANT 1 For detailed ifisbvctions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. LTG -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use only if lighting control credits are taken. LTG --,4,: Optional. Use only if Tailored Method is used. Parts 2 and 3 used only if applicable. Nonresidential Compliance Form November 1998 �-.�o L CERTIFICATE OF COMPLIANCE (Part 2 of 2) LTG -1 PROJECT NAME/ ylvAm i C 66;-A lz- DINSTALLED DATE Z 7 DU LIGHTING SCHEDULE CONTROL LOCATION (Room LAMPS CONTROL TYPE Auto Time Switch Exterior, etc. SPACE CONTROLED BALLASTS Luminalre Lam # # t Ballast TOTAL WATTS Code _ LUMINAIRE DESCRIPTION Type DESCRIPTION # Watts Per Lamp Type DESCRIPTION Watts A FLuoAecc, /CLUO 6 -SC. 2 Bio E 1.0 220 /2 232. $ F[U04*3c. 2 3Z E i.o �4 4 rob CONTROL IDENTIFICATION CONTROL TYPE (Occupant Daylight, Dimmin etc.) LUMINAIR ONTROLLEU TYPE # OF LUM NAIRES NOTE TO FIELD NOTES TO FIELD - For Building Department Use Only SUBTOTAL FROM THIS PAGE BUILDING TOTAL LESS CONTROL CREDIT WATTS (From LTG -3) ADJUSTED ACTUAL WATTS MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room CONTROL IDENTIFICATION CONTROL TYPE Auto Time Switch Exterior, etc. SPACE CONTROLED NOTE TO FIELD AGS s >-/GID SS MuL-r(rce w1TCJW#VG- 900/ ) CONTROLS FOR CREDIT CONTROL LOCATION Room # or Dw . # CONTROL IDENTIFICATION CONTROL TYPE (Occupant Daylight, Dimmin etc.) LUMINAIR ONTROLLEU TYPE # OF LUM NAIRES NOTE TO FIELD NOTES TO FIELD - For Building Department Use Only ' Nonresidential Compliance Form .November 1998 LIGHTING COMPLIANCE SUMMARY LTG -2 PROJECT NAMEY N A M (c � &FA� O/1 /-z -r /O o ACTUAL LIGHTING POWER LUMINAIRE NAME DESCRIPTION NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (Including Ballast) CEC DEFAULT? Y N TOTAL WATTS A q(. 2 LAmo 23 2 32 ❑ ❑ �. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 533 6 48 z 64'" /a 00 (t . l 2 do 8 8) 6 SUBTOTAL FROM THIS PAGE CO S Z If not using the CEC Default value, please provide PLUS SUBTOTAL FROM CONTINUATION PAGE supporting documentation. _ LESS CONTROL CREDIT WATTS (From LTG -3) ADJUSTED ACTUAL WATTS /$ 2 ALLOWED LIGHTING POWER (Choose One Method) COMPLETE BUILDING METHOD BUILDING CATEGORY (From § 146(b) Table 1-M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS 6,5A1,FA*t, /NO vsTgi AC, i0oa-(V - Low /. 0 75bo 900 AREA CATEGORY METHOD WATTS AREA ALLOWED AREA CATEGORY (From § 146(b) Table 1-N) PER SF (SF) WATTS TOTALS it AREA —t Ir WATTS TAILORED METHOD TOTAL ALLOWED WATTS (From LTG4. or from Computer Runp:��� ronresieennar compliance Form r /� November 1998 ❑ APPROVED JR iONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: DD—) S I t- - Date: Genera/Informabb,7 AP#: D 0 S 9 Owners Name: ��U RJ_ G U J E -se— i��6Z 1 Parcel Acreage: <& D 1 AL Owners Address: , C� S 9 Building Site Address: W 14 i TC P U 2 C-1-4 L-Nj ProvertYlnformation Permit Type. ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Hdme ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well Other�Nuacru 21 N G -- Zone District: / " I Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement g No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan fN No ❑ Yes Violation Area ffNo ❑ Yes Specific Plan No, ❑Yes ❑Chico ❑ 02N ❑ Cohasset Enterprise Zone ® No_ ❑ Yes, Check use ®❑ Floodplain No Yes Zone: Panel Number: O -1 ❑ Watershed Protection Zone No Yes Proposed Use Complies With: 7ER General Plan -5 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses; Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drairare Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zcnin Cctle Street & Highways , Fre Prevention Subdivision Ma Front — Side Side street O G Rear 3 U Height 4 Permit Clearance Environmental Health Issues- Septic Permit Review: Agriculture Affldavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road? Name: . Compiles with County Standards for Deed Creation: ❑ No ❑ Yes Comments. - Map Date of Recording: %'-UC7 Lot: 2-. Block: Book: i . Pte. S S� ondidons That Must be Met Pricr to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Appikadon/Lot Line Adjustment). ❑ Comply with 0ld Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel sizer required eq by zone C] Meet anent EHO requirements. ❑ Other :eneral Comments: A � �� � >r U � , �� 25 , Oa U �� �T ��-� 1���Po -AL 'pit �-� `►�y�" F- XTST GrR t --)q S-T"-UGTL)QES -To GbM(PL-,/ \-,j )N oo(DQ W COsC U2 -V ELS -To Lis c N e - j-=, o p. Ta 2tJsUcl e)?O5T Col - RECORDING REQUESTED BY JAMES A. STEVENS LS 6050 (Engineer or Surveyor) WHEN RECORDED FILE WITH MAP LISTED BELOW -R4--437.86 _ 94-04,3786 1 Rec Fee I Check Recorded I Official Records I County of Butte I Candace J. Grubbs I Recorder I 8:01am 19 -Oct -94 I PUBL SPACE ABOVE THIS LINE FOR RECORDER'S USE CERTIFICATE OF CORRECTION COUNTY OF BUTTE ) ss STATE OF CALIFORNIA ) JAMES A. STEVENS LS 6050 Being duly sworn, (Name of Engineer or Surveyor) deposes and says: FM 9.00 9.00 2 That the following corrections or additions to the map of PARCEL MAP FOR JEFFREY WADDLE , as filed in Book 111 at Page(s) 54 & 55 of PARCEL MAPS in the office of the Recorder, are made by me in accordance with Section 66469 through 66472.1 of the Subdivision Map Act: SAID MAP IS HEREBY AMENDED TO SHOW THE RELOCATION OF THE SEWAGE DISPOSAL AREA AS SHOWN ON THE ATTACHED EXHIBIT "A". Also, the following Conditions of Approval shall apply to said relocation as per the Butte County Development Review Committee on June 27, 1994: 1. RELOCATE THE EXISTING DRAINAGE DITCH ON THE PROPERTY 50 FEET FROM THE PROPOSED SEWAGE DISPOSAL AREA AND BACKFILL THE EXISTING DRAINAGE DITCH. SHOW A 50 FOOT LEACH FREE SET- BACK AREA ADJACENT TO THE NEW DRAINAGE DITCH LOCATION. NOTE THAT THE REQUIRED LEACH FREE SETBACK AREA MAY BE REDUCED BY 10 FEET IN AREAS WHERE A WATER TIGHT, NON -CORROSIVE DRAINAGE CULVERT IS INSTALLED IN LIEU OF THE OPEN DRAINAGE DITCH. 2. OBTAIN APPROVAL FROM ENVIRONMENTAL HEALTH AND PUBLIC WORKS OF DESIGN AND MATERIALS FOR DRAINAGE DITCH SECTIONS TO BE PIPED. 3. BUILDINGS MAY ENCROACH INTO SEWAGE DISPOSAL AREA IF APPROVE ENVIRONMENTAL HEALTH. A MINIMUM OF 25,000 SQ. FT. SEWAGE DISPOSAL AREA MUST S�O IVU S�� D. A - STF� �Fo r^ Si nat re of E neer or Surveyors -. R. o. L.S No. /aj-� EXP. �o"3O s7 Certificate of Countv Surveyor: This is to certify the above certificate of correction has been examined for compliance with Section 66471/9f t)�e Subdivision Map Act. E /%4,WR �i WZ/"I A,1.1 � Deputy County , Count Survyor R:C,.E. No. 15170 l' 1;7�� 19 94 LD 34--40.2 (5/94) foo. 6050 �P Listed bel 9TF a present fee owners of propel the correction or add' JEFFREY WADDLE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District II A.P. Number Property Owner �NN .�� (r lrs'i�� Jurisdiction: (L. Building Department No. City i y )County KA (A 1 oAd u p, Property Location/Address��-4 6� Subdivision Lot No. Residential Development �' ..........................................................................:.....................................: u Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # .................:.................................................................................................. '(No foundation inspection); Commercial/Industrial ke rA-01 z14 ' Sq. Footage � . c Addition (Including Exterior Roofed Areas) Building Department Representative Date moor mans revieweu oy acnooi uistrict rersonnei) District Ideniification No. 4me ® 0 1 / 1 School District certifies that _ cT��&' (Applicant) V (Street Address) (Phone Number) sg !:2 ?:1 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing -7 5YJ square feet. School District Representative 891- 3110 1 Paid by Check # Remarks: % 410'70 by payment of $ AB 2926 S FULL MITIGATION $ '7 - Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency.that this project is being reviewed under the California Environmental Quality Act (CEQA), this pioject may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis Ito/98)dmm ti NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT Jo G JAL j 2 E G L4 I rl GTR l_ a LV Ci , JOB NO. Z 1-1 LOCATION 1 3 2 (o % r_ 0 N T rzAGTO S t- rj , DATE 3 I S 00 CODES: MATERIALS: .�FESS/OZ M. RIC,y�I� c [--VV" CIVIL �\Q )17 FC LOADS: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, .9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller 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: 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 OR OSB of equal or greater allowable stress Glue -La -m Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination Roof Live Load: 2-0 psf Seismic Zone 3 Floor Live Load: psf Wind Speed: 7C5 mph Exposure:_ Method 2 used unless otherwise noted. Allowable Soil Bearing 1 Cj DO psf ARE SPECIAL INSPECTIONS REQUIRED ? hjo 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 determi_e the expansion index or bearing capacity is OU I I L C.cVuw i t Page 1 of C� OUILDING' DEPARTMEWY PPPPV F.P 6�/yo0 BY: JMR NORTHSTAR ENGINEERING 03/11/00 20 DECLARATION DRIVE JOB NO: 6929 CHICO, CA 95973 PAGE: 2 OF: (530) 893-1600 DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY AMERICAN BUILDING SYSTEM FOOTINGS AT BRACED BAY AND ENDWALLS LINES 1 AND 6 MAXIMUM HORIZONTAL MAXIMUM VERTICAL LOAD (KIPS) LOAD (KIPS) 1'.5 OUTWARD 6.0 DOWNWARD 1.5 INWARD 2.9 UPWARD .ALLOWABLE SOIL BEARING = 1500 PSF BEARING AREA REQUIRED = 4.0 SQ.FT. 12" X 12" PERIMETER FOOTING ? Y (Y = YES: N = NO) LENGTH OF FOOTING USED = 6.0 FT THICKNESS OF SLAB = 4 INCHES UPLIFT RESISTANCE (FTG + SLAB) = 5.9 KIPS TRY THE FOLLOWING DIMENSIONS: W = WIDTH = 2.25 FT L = LENGTH = 2.25 FT D = DEPTH = 1.00 FT MAXIMUM BEARING CAPACITY = 6.8 KIPS OKAY MAXIMUM UPLIFT CAPACITY = 6.4 KIPS OKAY WHERE: P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F) = 0.50 KIPS Wt = FOOTING WEIGHT =.15 KCF * W * L * D = 0.50 KIPS F = RESITANCE DUE TO FRICION = u * N * A = 0.00 KIPS u = COEFICIENT OF FRICTION OF SOIL = 0.25 A = SURFACE AREA OF FOOTING AGAINST SOIL = 9.00 SQ.FT E = EQUIVALENT FLUID PRESSURE ON SIDES = 30 PSF N = NORMAL FORCE TO THE FOOTING = (E * D) /2 = 15.00 LB USE 2' - 3" x 2' - 3" x 1' - 0" DEEP FOOTING - BY: JMR 03/11/00 JOB NO: 6929 PAGE: �j OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY AMERICAN BUILDING SYSTEM FOOTINGS AT RIGID FRAMES LINES 2, 3, 4, AND 5 MAXIMUM HORIZONTAL LOAD (KIPS) _ 9.8 OUTWARD 3.2 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 = WHERE: MAXIMUM BEARING CAPACITY = MAXIMUM UPLIFT CAPACITY = MAXIMUM. VERTICAL LOAD (KIPS) 12.4 DOWNWARD 2.5 UPWARD 1500 PSF 8.3 SQ.FT Y 6.0 FT 4 INCHES 5.9 KIPS 3.00 FT 3.00 FT 1.50 FT 12.8 KIPS OKAY 7.6 KIPS OKAY P = MAXIMUM ALLOWABLE UPLIFT = (Wt + F) = 1.70 KIPS Wt = FOOTING WEIGHT = .15 KCF * W * L * D = 1.60 KIPS F = RESITANCE DUE TO FRICION = u * N * A = 0.10 KIPS u = COEFICIENT OF FRICTION OF SOIL = 0.25 SQ.IN. A = SURFACE AREA OF FOOTING AGAINST SOIL = 18.00 SQ.FT. E = EQUIVALENT FLUID PRESSURE ON SIDES = 30 PSF N = NORMAL FORCE TO THE FOOTING = (E * D) /2 = 22.50 LB USE 3'- 0" x 3'- 0" x V - 6" DEEP FOOTING DETERMINE AREA OF STEEL REQUIRED TO RESIST OUTWARD THRUST MAXIMUM FORCE ACTING AWAY FROM SLAB = 9.8 KIPS MINIMUM STEEL YIELD STRENGTH Fy = 60.00 KSI MINIMUM.AREA OF STEEL REQUIRED = 0.31 SQ.IN. ACTUAL AREA OF STEEL PROVIDED = 0.62 SQ.IN. OKAY USE # 5 HAIRPIN AROUND EACH SET OF ANCHOR BOLTS BY: J n (— DATE: 31 00 JOB NO: (p 2 PAGE 4 OF Nor_thStar ENGINEERING Civil Engineers -Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 TI�-J• r'i P1!��T �o naI.TS T Ar1S C E�x 1+2 142 = 87b �Z A !^J Al lL- H F-,AF VC, T= To TA L- uGH c �� I-T- s� A 07c> , ll BY: NorthStar 20 DECLARATION DRIVE DATE: 3 I O \� . z CHICO, CALIFORNIA 95973 JOB NO: Z ENGINEERING 530.893-1600 PAGE tj OF :�0�� Civil Engineers •Planners •Surveyors FAX 530-893-2113 Pel I �N C�iJ oT H �[z� ^.c -'ON �c ram .•e v� a i i C t 0 I i 2V2 1 ! D+ C + L' y L ->.a 5.9 1 12.A I _S.Z 1 12_< 0 W- 1 I 'Iii I FP.AME LIA?ES 2-5 i LI I.. i OUTSIDE SLA3 I I i'7 i MAXIMUM ENDWALL REACTION TABLE (LEN') -------------------------------------------------- MAX. E/W VERTICAL LL + DL REACTION = 6.OK -pn i _,A .VAX. E/W VERTICAL WL + DL REACTION = -2.9K 1/4' PL. MAX. E/W HORIZONTAL WL + DL REACTION = 1.5K MAXIMUM £.VDWALL REACTION TABLE (PER) -------------------------------------------------- MAX. E/W VERTICAL LL + DL REACTION = 6.OK MAX. £/W VERTICAL WL + DL REACTION = -2.9K MAX. E/W HORIZONTAL WL + DL REACTION = 1.S.t OUTSIDE C.- S_IL3 1 WIND SEISMIC LOAD w/o i -:o I � 1.5/C r-- / 1.9K >< 'n > /\ / \ I� i r.SXi 0.8Kj t0.8K 1.1X1 t [.INI_ t'a3 ' X-3.RR=ACTIONS X-32^-C7N._ 2=_4"-i:iNS I '2'2' 12 (V:ND iBc=".E,N MAY 31r =??4SITE) V iND DIB --=-.]N .Ma, icy=?DOSITc. J SIDEWALL REACTIONS SHOWN ARE BASED UPON 1 BRACED BAY vrl)CZ—A WIND SEISMIC LOAD w/o no 1.IK I><I I\/I 1.lIX � I\X I 0.83X j O.B3K 0.55K j i 0.55K X-3RoC?NG =AC IONS X-3 AC_ --NG 2EACT!�NS (LEN?RD DIP_Ci:UN :MAY - E $i,J 01:ND i.Ru fEN MAY _= =C$; T7-) ENDWALL REACTIONS SHOWN APE BASED UPON 1 BRACED BAY NOTES: 1. .New structure by ABC is designed as or. enclosed building, and is structurally independent to ezistinv 2. ABC is not responsible for the structural' integrity of adjacent structure (s) of loads or condition creat 3. It is the responsibility of others, i.e. the engineer of record, to ensure that all structural systems and interact compatibly with .ABC structural systems and components. See calculation package for deflectio7 4. ABC has provided new structure according to the ABC purchase order and company standards. ABC is that ABC's design and detailing are compatible with materials by others. BY: J 1-1 rz NorthStar 20 DECLARATION DRIVE DATE. 31 DD Emmseaulsomm CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 530.893-1600 PAGEOF Civil Engineers o Planners• Surveyors FAX 530-893-2113 Fop - .4.\, -HO- BOLT Pl4.V QY0C DESIGN CALCULATIONS FOR ABC JOB # 51-2318 Joe Jauregui AMERICAN BUILDINGS COMPANY Shasta Steel Buildings 915 Mistletoe Lane Redding, CA 96002 Gentlemen: 1620 N. Carpenteb, Suite D-53 Modesto, CA 95351 (209) 578-4200 Fax(209)578-1244 March 7, 2000 51-2318 Chico, CA 60'x 125'x 13'-10 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 and 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) 3.5 Metal Bldg. Dead Load 2) 20 PSF Roof Live Load 3) 12 PSF Frame Live Load 4) 75 MPH Wind Load (W) Exp.=B 1=1.0- 5) 0 PSF Roof Snow Load 1= Ce= 6) Seismic Data as Follows Zone = 3 1 = 1.0 Soil Profile Type = Sd 7) 1 PSF Collateral Load (C) Design Load Combinations: (D) 1)D+L+C (L) 2) D + W (L) 3) D + E/1.4 + C (S) (E) Note: This project is designed as an Enclosed Building. Accessories (doors, windows, etc.) by others must be designed as "components and cladding" in accordance to specific wind provisions of the referenced Building Code. 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 Uniform Building Code 97 _Edition, (UBC 97). 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, Timothy T. Berry, P.E. Design Engineer Registered Engineer, State of California U Notes for ABC job # 51-2318-01 Joe Jauregui 1. New structure by ABC is designed as an enclosed building, and is structurally independent to existing or firture structure (s). ?. ABC is not responsible for the structural integrity of adjacent structure (s) of loads or condition created by new construction. 3. It is the responsibility of others, i.e. the engineer of record, to ensure that all structural systems and components not by ABC interact compatibly with ABC structural systems and components. See calculation package for deflection requirements of ABC frame and materials. 4. ABC has provided new structure according to the ABC purchase order and company standards. ABC is not responsible for verifying that ABC's design and detailing are compatible with materials by others. 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I t Ge r t_i i� GIL ric n " 'ai + Ca!CjlciiC:IS LVilI __ !nC;;'^ iui t%!S CCCUI'S. -ted CU i S Zr'•U_.r; I i )-N p-,. ,,,� Frl j. "'?`ice ';w-�� c• • �'2ai?C.ciIC,�S: .� AL-- iil :1 Cars -on City, M/- LaCrosse, 4;; Phenix _S,., ancL,, -'^bu MS cc, AL y Mo ciur,%.:lR-,'vicaesio, C.,' Ln JIL'. 5. • iY�C/S% !1'i0!%,^,', NC n.-, r^..i.�.�-•. ,.;C.,, i�i!Ci:ii CCliit'ii1. Steel IC'ons-,ruction A r, 1-0 !: �Ilr^.is Cacn !V by icnn D. zI;,ILjIs, 1 Reci ICa11ans for ?n8 i]cci �.I.:.i an of Ccid dor ;E.` c=__I �,TI�c:��ri s��o Urns=, =^ iC c (fic i_ai'� h`ri�C=! �Uli -d(c sic .. ��CJO. IP -Ce 1, ,�9-4-:5147AI c441-6z4A471o,^v & OAA-cllvo; aE 51el-ly �= I OBJECT-- JOB ld0. '�� Z,�'-+��� SHEET OF SHEETS DATE Cil % v t7 '— BY a G I 14a c ,•a I 24 1 _ zs I x krC/2J/�D( a fY o il )'F � !-Z 3Ed�"Or or a Qrw �� •6! ! J;:-:!-- T • L �� / �> JOB NO. O F"1v SHEET OFSHEETS DATE_ 0 By ECT JOB NO. v. SHEET OF SWEETS DATE _�e V ==717er, ,Vit: o x )) -)e- W— (2,_ _Ica A 12, 77 D?- 1�33,73x, Tf jECT JOB NO. U A. N SHEET OF SHEETS -7--7, P -G:-4— DATE 03 La CA BY 7 '6 3 5, 4f. =6e- 13 07 33 To. SUBJECT lei JOB NO.-'!�-/-� 3/0 SHEFT_OF_SHEETS DATE 0 BY Of) 9-1,77T-- S� ,ON Job Name C:\ABCP\FRAMES\� 801.01A • 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 :- RIGID FRAME @ FL -2 TO FL -5 51231801 ----------------------------------------------------------------------- KTY KSY KPR KAN NCY INV NDC= 1 0 0 1 0 1 5 2 1 KUN FYF FYW DEF EXC RSB AFL EHL EHR AOH ITF NDC= 2 1. 55.0 55.0 0.030 0.050 0.000 0.000 13.833 13.833 3.1 0 2 XWR YWR FRS NWL NRS NWR NIC MRC NBS NTC SPW SPT NDC= 3 60.000 0.000 25.000 1 2 1 0 0 1 0 0.000 0.000 3 SWL TWL DWL EWL FSL WSL KWL LWL IWL NGL NDC= 4 13.833 0.000 8.000 26.000 55.0 55.0 1 2 0 2 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 90.000 76.000 0.000 0.000 0.000 7 XT TT DT ET FST WST KT LT LTB LTC IT NP NDC= 9 0.000 1.000 26.000 10.000 55.0 55.0 1 0 1 0 1 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 NSL SS DS FSS WSS KS LS LSB NDC= 6 1 15.052 10.000 0.0 0.0 1 0 0 6 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 PUl PU2 PU3 PU4 PU5 NDC=10 8.000 18.000 48.000 60.000 0.000 0.000 10 ,' ------------- 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 4.500 12.000 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 ------------- LOD------------- SFL KL ND NK NY KP_ NDC=20 D + W-> 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 3.500 0.000 8.940 1 21 A cwl CW2 C� CW4 0.800 -0.700 -0.1 -0.500 -------- D + C + E/1.4-> UD UL Uw 4.500 0.000 0.000 CWl CW2 CW3 CW4 0.000 0.000 0.000 0.000 NSL SK FK1 FK2 1 0.000 1.300 0.000 CW5 cvv NDC=22 0.000 0.00 22 SFL KL ND NK NY KA NDC=20 1.330 0 0 1 0 0 20 KW NDC=21 1 21 Cw5 CW6 NDC=22 0.000 0.000 22 FK3 LK NDC=24 0.000 3 24 IN ERICAN BUILDINGS CO. P.O. BOX 800 • EUFAULA, ALABAMA 36072 Job Name: C:\ABCP\FRAMES\51231801.01A 03/01/00 04:15 PM Ver. 13.3 STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCE WITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - RIGID FRAME @ FL -2 TO FL -5 51231801 FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 60.000 ft. 25.000 ft. 2 0 6 7 LEFT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.00 in. 76.00 in. NODE LOCATION WEB DEPTH CONNECTION BASE 1 0.000 ft. 8.000 in. PINNED EP_VE 2 13.833 ft. 26.000 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. 26.000 in. RIGID SPLICE 3 15.052 ft. 10.000 in. RIGID RIGHT END 4 30.000 ft. 10.000 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 4 30.000 ft. 10.000 in. RIGID SPLICE 5 44.948 ft. 10.000 in. RIGID RIGHT END 6 60.000 ft. 26.000 in. RIGID RIGHT WALL SLOPE W/VERT. GIRT DEPTH TYP. GIRT SPACE --------------- 0.000/ 12.0 8.00 in. 76.00 in. NODE LOCATION WEB DEPTH CONNECTION EAVE 6 13.833 ft. 26.000 in. RIGID BASE 7 0.000 ft. 8.000 in. PINNED IN Job Name C:\ABCP\FRAMES\�,.,ft1801.01A BUILDING -- RIGIIWAME @ FL -2 TO FL -5 512 01 MEMBER SIZES YIELD STRESS FLANGE WEB (ksi) (ksi) 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 * * * WEB - OUTER FLANGE * WEB * INNER FLANGE * FLANGE MEMBER WIDTH THICK. * THICK. * WIDTH THICK. * WELD (in*.) (in.) * (in.) * (in.) (in.) * (in.) 1 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 2 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 3 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 4 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 5 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 6 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 YIELD STRESS FLANGE WEB (ksi) (ksi) 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 Job Name C:\ABCP\FRAMES\L)� 801.01A BUILDING -- RIGIDMWAME @ FL -2 TO FL -5 NODE COORDINATES NODE X Y (in.) (in.) 1 12.50 0.00 2 21.50 146.22 3 181.04 167.54 4 360.00 182.45 5 538.96 167.54 6 698.50 146.22 7 707.50 0.00 5121 )b Job Name C:\ABCP\FRAMES\J101.01A BUILDING -- RIGID ME @ FL -2 TO FL -5 5123*01 LOAD COMBINATION 1 --- D + C + L ALLOWABLE STRESS FACTOR = 1.00 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 12.00 0.00 4.50 0.00 0.00 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 12.96 -9.05 0.00 -12.96 9.05 -110.53 2 2 3 11.25 9.92 110.63 -10.46 -4.04 -9.46 3 3 4 10.25 4.55 9.46 -9.80 0.82 24.59 4 4 5 9.80 0.82 -24.59 -10.25 4.55 -9.46 5 5 6 10.46 -4.04 9.46 -11.25 9.92 -110.63 6 6 7 12.96 9.05 110.53 -12.96 -9.05 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 9.83 12.38 0.00 2 7 -9.83 12.37 0.00 /q Job Name C:\ABCP\FRAMES\�� 801.01A BUILDING -- RIGID�AME @ FL -2 TO FL -5 51231 LOAD COMBINATION 2 --- D + yid-> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 0.00 8.94 3.50 0.80 -0.70 -0.70 -0.50 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 -2.72 3.06 0.00 2.65 -1.88 31.82 2 2 3 -1.75 -2.14 -31.80 1.80 1.13 8.42 3 3 4 -1.75 -1.22 -8.42 1.84 0.31 -4.14 4 4 5 -1.76 -0.61 4.14 1.67 -0.30 -5.35 5 5 6 -1.68 0.22 5.35 1.63 -1.23 5.77 6 6 7 -1.67 -0.93 -5.79 1.62 0.19 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 -3.22 -2.53 0.00 2 7 0.29 -1.61 0.00 m S Job Name C:\ABCP\FRAMES\5-C�O1.OlA BUILDING -- RIGID ME @ FL -2 TO FL -5 5123 1 LOAD COMBINATION 3 --- D + C + E/1.4-> 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 4.50 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 1.30 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 3.15 -1.84 0.00 -3.15 1.84 -22.48 2 2 3 2.38 2.45 22.51 -2.16 -0.85 1.70 3 3 4 2..12 0.95 -1.70- -2.00 0.51 6.71 4 4 5 3.35 -0.06 -6.71 -3.47 1.53 -6.86 5 5 6 3.54 -1.35 6.86 -3.76 2.96 -37.84 6 6 7 3.91 3.10 37.81 -3.91 -3.10 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 2.03 3.03 0.00 2 7 -3.33 3.72 0.00 7� Job Name C:\ABCP\FRAMES\6-0801.01A BUILDING -- RIGID AME @ FL -2 TO FL -5 512301 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 0.827 1 0.614 1 1.014 1 2 5.00 0.2500 0.1345 5.00 0.2500 0.834 1 0.838 1 0.993 1 3 5.00 0.2500 0.1345 5.00 0.2500 0.764 1 0.214 1 0.563 1 4 5.00 0.2500 0.1345 5.00 0.2500 0.764 1 0.214 1 0.563 1 5 5.00 0.2500 0.1345 5.00 0.2500 0.834 1 0.838 1 0.993 1 6 5.00 0.2500 0.1345 5.00 0.2500 0.827 1 0.614 1 1.014 1 -Z.Z Job Name C:\ABCP\FRAMES\b-L.OlA BUILDING -- RIGID ME @ FL-2 TO FL-5 51231401 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 3 2 0.750 43.2 58.2 118.0 27.92 6.53 1.53 0.375 BOT. 2 2 0.750 32.3 32.4 82.4 30.51 5.27 0.21 4 5.00X TOP 2 2 0.750 29.5 29.6 24.1 9.82 0.60 0.13 0.375 BOT. 2 2 0.750 29.5 39.3 28.1 9.82 0.60 0.13 6 5.00X TOP 3 2 0.750 43.2 58.2 118.0 27.92 6.53 1.53 0.375 BOT. 2 2 0.750. 32.3 32.4 82.4 30.51 5.27 0.21 �3 Job Name C:\ABCP\FRAMES\- 1801.01A BUILDING -- RIGI RAME @ FL -2 TO FL -5 * * SUP. * NODE 1 1 2 7 FRAME SUPPORTS BASE PLATE THICKNESS WIDTH (in.) (in.) 0.375 8.000 0.375 8.000 512801 * LENGTH * NO (in.) 9.000 2 9.000 2 * BOLTS REACTIONS AREA * HORIZ. VERTICAL MOMENT NODE * LOAD (kips) (kips) (kip -ft) 1 1 9.83 12.38 0.00 2 -3.22 -2.53 0.00 3 2.03 3.03 0.00 7 1 -9.83 12.37 0.00 2 0.29 -1.61 0.00 3 -3.33 3.72 0.00 ANCHOR BOLTS DIAMETER AREA (in.) (in2) 1.000 1.571 1.000 1.571 BOLT RESISTANCE SHEAR TENSION (kips) (kips) 15.71 23.14 20.89 41.78 20.89 41.78 15.71 23.14 20.89 41.78 20.89 41.78 -�4 Job Name C:\ABCP\FRAMES\b121.01A BUILDING -- RIGID E @ FL -2 TO FL -5 51231 1 NODAL DISPLACEMENTS LOAD 2 - D LOAD 1 - D + C + L HORIZONTAL VERTICAL HORIZONTAL VERTICAL ANGULAR ' NODE (in.) (in.) (RAD.) 1 0.000 0.000 0.007 2 -0.314 0.006 -0.003 3 -0.133 -1.437 -0.014 4 0.000 -3.233 0.000 5 0.133 -1.437 0.014 6 0.314 0.006 0.003 7 0.000 0.000 -0.007 LOAD 3 - D + C + E/1.4-> HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) 1 0.000 0.000 -0.001 2 0.234 -0.018 -0.003 3 0.310 -0.604 -0.004 4 0.330 -0.882 0.002 5 0.383 -0.180 0.004 6 0.405 0.021 -0.001 7 0.000 0.000 -0.005 LOAD 2 - D + W-> HORIZONTAL VERTICAL ANGULAR (in.) (in.) (RAD.) 0.000 0.000 -0.006 0.601 -0.034 -0.002 0.612 -0.096 0.002 0.560 0.553 0.003 0.566 0.593 -0.003 0.493 0.032 -0.004 0.000 0.000 -0.003 Job Name C:\ABCP\FRAMES\'b-L 01.01A • IZ IZFB 1 1 2 2 3 1 4 1 5 0 6 1 7 0 8 3 9 3 10 0 11 1 12 0 13 1 14 1 15 2 16 1 zE riari _ocaiiors. _.:a ?irrTfngna^,i, AL =i• Pa;o, IL Carson Cii�, NV - LaCxsse, VA ervrca Ca�i_rs: F^enix Cid/, AL ..ne Sluff,, AR Mc a, '! e _to, Com, La'?, ancs, ?; - Cciumbus, AIS - Rocks l✓lcuni. INC • Ja,-_sic,i n, CH 1C! ar cnci?/� 5 and d s;'Cn is c Ver,/ = 2CtinC i_:. -k. "mer!Can "luilC_!n Comca iy i cs 0c`JcICr CC C^n'Du.i prvQr [`r permits ^- += t c:.aii=3 analysis and J� sen to �� ;:ercrme gar s_=ei �rs;�les. The foilo ine ^ ' " tri ;^ � Otic? C:.JI.i iCiion of itis ;^,•tGCi am. the F:rCCr_ l comu!ne= t c I ic= `���� �1i` 1 �� Gi s"f' ! i i ^ Uctural Cc .cn theory v`/iiil JtZin mei: ie Tic: Cs OC-railOnS. /;U GT U ll- !s DOsolGi" vl `� ^ ! ti ;.3;ivl^i`C'i _ tl! J i iClici t�'f ic, C='c Uftics. I ilc !nne,=r i sCBe Gi ti C 3M 0U7c71Oris • =:'!iN S Gi Elc :ter=:e IT:Gine;liaiiCai i. ifniCuc$ i`. ;iCn bv_'uld be imGCSSi01= 0v nGi L ^ C p '!Of' ,ies - c _ of vu i i s _ i it it�Ll Glun�t �4`Jii_ � l,� "'IG:`•i . l ;� y i!cGr'�us s .uci; rl iflecry sP- roach. civ= csi i i!e p. , =r c::ii consis.z- Gi cVci" C••Oi:IC'S 4V ltC .7G„tl ;lis and h/!=- (1 e For c= .-I--I J=v.siGi 1J C—a—c S /, :G G.10 ! :..G; Iri Jr',;"1i G,.! va:, anail y --e or L.: �. its e - _ ._ _ i L: Li: i1 _�.'�:l7tJC _ GIC ii GI'4"I �. 1 Gr; Nli i /_­ JCG1 _: _-Nair ar;d a rcOT sico!nc downwara r'r: 'Ci% Sides :r I : i= �, v vT :c riCCC fa°.�r3 ;':a1/ be supported ci inters`!= ;zte CClnis -/ irierilcr columns. =2i"i Siee:Nall cCiL!mn or r ai`t=, ;TiE; CCC ! IDCs='7 Ci �iI!er:tS l'aG �oili�-1:,. 1%-'J ✓ri�l!ia:tape­, ul:, , 'c c. is or cress-s=ctions. it ._. u _ - sot GUi. ma OC 1 s _i1Ci s Gr CiCes. I l= G= of S:--:=wa ss G'C int=,"ic, coilurn.., - ci= c,s, i he =- 1 and ricni siC=' 2!1 Ci:iS c%u roof SioN'e.= !miav'c.y 11i;� uai. r... ... ...� ,.,: tis,: ":,a:,,L•37a _ �?,-�,,-�., x'.>-�^,+... .fr.�'�'�c - - � >>:. M'xc:. i�iaS•�_�:.cL`w..-.- ' �^v> v'e: -. :sun, - _ - fr LI ..C) C -cj E m RI t 0 "Ci (I) i-.. c (1) (it C-. U) Q it) 17 o Z3 0 .0 c) it) 12 ID (5 q I u 0 -2 S.) C: C( - S L:: 0- w :3 -0 0 0 cl. 0.) _. 0 Pant Locai:ors �:taul- c-inn;ngram, AL - .i rest, lL . arson C;rl, NV - LaCrosse, VA Sar ice Centers: F: ienix City, AL -Pine club, AR - ,Mcdesro, CA LeGrange, GA - Cclum-i'uS. MS - Rccky,Mount, NC - Jamestown, OH A vs 1S A i c ! lr; the _n2iysiS option no C,ecis!on Imai<!r:C 15 1Cne ConceminQ im,ernber se',ect!On. rrorn information SL!Lvil C. \PJhiCI-undudeS all riiernber S!z s, the program deveiOCS trio ire-_C�iiierilr@ CeCf?ei"( Oi ti ira:me. Ti an2'vSES is Carried out on the line On iiu ai,on,com.pc S e d CT ._„aiCili l!ne Sec.me7, �`r em , S: � rte; ned b i c _ itS �` i i CE' I. C . UJ the ,c Ini:S .7, c: .h.e; i lunc:iCr cin.S .aiie't Sv. -,il .;na ic•ads are tr=nSTOr ,=d into -equivalent for e� micl„=-t% and -_Cit d at node oint�. ale direct, iii res„ method OT matrix .ul e.az:ic arci'.i°i9 IS cv� .e_. I tie imlG;%Cer Si-r:eSScS crC C?iCliie'"_ ana ie fcr, C ,`s iac-eme nt ,c,_i!C'nS ccr -6ne endre .f II IeS� !Cis, i� =nC e I`i'al�tii �nC a� iOr:j tors �,c- r ::mlC:r� ore iri .'V n11 m ri�c. _..- �9Etz.ile �1GCa! O;S.Icf cr`e, •:_ ,cr .ile S.ec; I e d 5upccR asrC icas!n g C rQ!iicrS c, c !V wV -_ecur5i0n r cu:ire, ! i"c uDo •ri r=a. ,ions and ,m e,,71n= =n -c] rCe� and ii;G,Tlci iS �,� ^Erica:Jicied. -rally, U1- liCSt -,,i}tai and ortec, c �c� c.=r C c_Ch M=r ars_ COITpu ed, crd C^cc c� aG_c!nsz a1�04Vauie cmer'a =cc;, mi to -.._ _ eCiTlCailQi ile mcls”, c,7:ca1 are ,-,CZ wV!iti ir. "ez.e_. a.,ic'1 hen .:.,,::.-='=- to ��lcl�:a_,� �--s_��_. �,=`.•r _,....nal\i=cn :r,e iicifle :cr x,,,,=`;-�ar_, diS'cn c.-ption, a ":Fame tS deme. i le.. '-v �n :i rciP/e Cr.c zS C'i anc!v !s and initia.ed -'v th e.I..�laiy.=.,.. i a it -a rn e Ti -OM r.a cc; -ii e..^. iiai-i w. C e `r,Ve':?ricS, :'ic ^e=' r, rcCeedS it C`/Vc_S OTnaiv5 "la C^eci:S, S=i=,":Cn --:n sections, =..^,N I r—i`l .�.iv u.,"., G ..�—. \f.�..Ia �.�Jr\J 7,-::m= vC I l'r.'\C!I,v.... 1'/`Y)iC.i� tilt (..•v.�-ice. i tie rC'C.-In V/ttl =,nd, check i%c frame for eescl-a.... cc c;iico IOadil^Q 0ui^uL. Tice nl ItpJ4t iltcV .7 i!cLcG'. a. VCr!C•il, 1S „- •bat ,, �. 7 I _ � -, S lC CT tic all. ! C_iC 1��p.. Cvi' Qi .. llSiir C OT finput dai . eimeri!ne Q=cmeir J, re.a,.:ions, fit=;m;tier eno rc C:IC1nS. NGC=I uis is a^lcr __, tm,e T c, a.Ze vCIted cconnect;Qrs, iC is r hOfiS ars;d Ga Li .CJ. .diO4C 6X auSi!V ir' fiilailCn r ce c': cXiiaCiel if vacir n. b.e.. ;! rv�e =-l;•i 'r� _ i,'?:i ,.+ - ' n• �. - y °i?cnT 'E ,� �-c2 - i•: • Pian: ! ^csticrs:=rau'w- Cirrnincham, AL - -Si Paso.,'L Carson Cray, NV- LaCrossa, VA Servics Canters. herix City. AL -,-ins iur; �` - A�lo��sro, CA _aGr=nee, -". - CO1L'm us, ivfS - Rcc�-y tiloun.t, iVC a:nescror,, CH In _ cordcnc with section CS,S: Metal Sudiding I�n�-'.nUf2?"'L'"?rS rASSOCic''10 - i ii PAS11 i, ` 0 many met -sl :uIIding SyS'`S Sr --Si CcSiuied 4+iiI?1 i:l^ ilcdli-:-s1SiH!li irc;iic� 2!IGned in u;-. 4ransverS_ dir ction to r-asist Ic es! i08rdinC. _Experience h2s Shown th2 i lE Ic, r3, 04efiecticn of S ii .i18a Undue, UV!;^.0 loading_ !S ici !=SS incn pi ed;cie,4, by i 9 l!Suci ick/:tCcl rCCcCur-eS. CO iSIG' cilCn C i ;i S: `ti irc cC:'JrS l i icOUC-:c^_iv acc CUil_ia C i cu, i c'.;Q;^,S crc :;n iv b•c-se.. c f•til1 c !ccC'-- �� �y.e cC2 i..O..:ur S Gi .. a_:2 ed �cti: C; l G `IlE rOCi Cicn,^,r=` ilS i5 and .l8 tirCli:Sr 'v c:,J� c.... Ci 017;S 211e.71v!'. it ice. C'iii'.'r!(-!l'Jl!i ... r_the C t^ Di .= 1! c;Si ✓i!IQingl /S.�tii. ..lt-= !c.:c. = aor, c c. r rS?'c. Th ! at =-r a i C^ � IS --_ I rl ili- i _._._.. Z. Ci : .. _ G M n,: iGi i c C. !i :z= =Cii r7 IT, s E c CtO N , 7 T S E ZNDNVZ-','.L-L.-L-j D3,33P C.NG �E-FE - pA<-Z-7 5 7�- P, c 14�4) 4 Column and Beam Endwall Design Ver. 13.3 Page 1 American Buildings Company Eufaula, AL Thu Mar 02 09:29:10 2000 Job Name: 51231801 Job Part: 1 LEW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 60.000 ft BUILDING LENGTH = 125.000 ft LEFT HEIGHT = 13.833 ft RIGHT HEIGHT = 13.833 ft LEFT SLOPE = 1.000 :12 RIGHT SLOPE = 1.000 :12 BAY SPACING = .25.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1997 Uniform Building Code BUILDING USE CATEGORY: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure a4 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 Partially 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 DESIGN ROOF LIVE LOAD =x16.000 psf 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 = 75.000 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 -3.50 0.00 60.000 0.000 -3.500 LL UNIF R 0 0 0.000 0.00 -20.00 0.00 60.000 0.000 -20.000 COL UNIF R 0 0 0.000 0.00 -1.00 0.00 60.000 0.000 -1.000 WL UNIF R 0 0 0.000 0.00 13.41 0.00 60.000 0.000 13.410 WL UNIF C 1 1 0.000 -10.73 0.00 0.00 0.000 -10.728 0.000 3? Column and Beam Endwall Design Ver. 13.3 Page 2 American Buildings Company Eufaula, AL Thu Mar 02 09:29:10 2000 Job Name: 51231801 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 2 3 0.000 -8.68 0.00 0.00 0.000 -8.683 0.000 WL UNIF C 4 4 0.000 -10.73 0.00 0.00 0.000 -10.728 0.000 WL UNIF B 1 4 0.000 -12.19 0.00 0.00 0.000 -12.188 0.000 FY COLD FORMED = 55.0 ksi FY HOT ROLLED = 50.0 ksi FY BUILT UP = 55.0 ksi *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION SPLICE PLATES SP BOLT PR BEND RT SHR RT ft in in in in --------------------------------------------------------- ------ 1 12C12 0.000 4 0.250 13.25 2 0.50 0.751 0.464 2 12C12 30.000 4 0.500 17.62 4 0.75 0.751 0.464 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION BASE PLATES A BOLT PR BEND RT SHR RT ft in in in in --- ----------- ------------------------------------------- ------ 1 8C7,61q 0.000 6 0.250 8.50 1 0.75 0.486 0.029 2 12C13 20.000 8 0.375 12.50 1 0.75 0.864 0.213 3 12C13 40.000 8 0.375 12.50 1 0.75 0.864 0.213 4 8C-11611+ 60.000 6 0.250 8.50 1 0.75 0.486 0.029 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT M HORZ LOAD FACTOR / LOAD GROUP => kips kips ---- ------- ------- ----------- ---------- 1 7.2 -0.5 1.0 DL 1.0 COL 1.0 LL 2 -2.9 1.5 1.0 DL 1.0 WL 377 Column and Beam Endwall Design Ver. 13.3 Page 1 American Buildings Company Eufaula, AL Thu Mar 02 09:26:42 2000 Job Name: 51231801 Job Part: 1 REW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 60.000 ft BUILDING LENGTH = 125.000 ft LEFT HEIGHT = 13.833 ft RIGHT HEIGHT = 13.833 ft LEFT SLOPE = 1.000 :12 RIGHT SLOPE = 1.000 :12 BAY SPACING = 25.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1997 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 v3 All other structures ENCLOSURE CONDITION: ®Enclosed structure Unenclosed structure has 850 or more openings on all sides Partially 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 DESIGN ROOF LIVE LOAD = 2,0 -16-. 000 psf 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 = 75.000 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 -3.50 ---- 0.00 --- 60.000 ----- 0.000 ---- -3.500 LL UNIF R 0 0 0.000 0.00 -20.00 0.00 60.000 0.000 -20.000 COL UNIF R 0 0 0.000 0.00 -1.00 0.00 60.000 0.000 -1.000 WL UNIF R 0 0 0.000 0.00 13.41 0.00 60.000 0.000 13.410 WL UNIF C 1 1 0.000 -10.73 0.00 0.00 0.000 -10.728 0.000 �4 Column and Beam Endwall Design Ver. 13.3 Page 2 American Buildings Company Eufaula, AL Thu Mar 02 09:26:42 2000 Job Name: 51231801 Job Part: 1 REW *** LOADS (continued) 35� 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 2 3 0.000 -8.68 0.00 ---- 0.00 --- 0.000 ----- -8.683 ---- 0.000 WL UNIF C 4 4 0.000 -10.73 0.00 0.00 0.000 -10.728 0.000 WL UNIF B 1 4 0.000 -12.19 0.00 0.00 0.000 -12.188 0.000 FY COLD FORMED = 55.0 ksi FY HOT ROLLED = 50.0 ksi FY BUILT UP = 55.0 ksi *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION SPLICE PLATES SP BOLT PR BEND RT SHR RT --- ----------- ft in -------- in in in 1 12C12 --------=--------- 0.000 4 0.250 13.25 ---------- 2 ------- 0.50 0.751 ------ 0.464 2 12C12 30.000 4 0.500 17.62 4 0.75 0.751 0.464 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION BASE PLATES A BOLT PR BEND RT SHR RT ft in in in in 1 ----------- 8C)e"11L -------- ------------------ 0.000 6 0.250 8.50 ---------- 1 ------- 0.75 0.486 ------ 0.029 2 12C13 20.000 8 0.375 12.50 1 0.75 0.864 0.213 3 12C13 40.000 8 0.375 12.50 1 0.75 0.864 0.213 4 8Cy6/4 60.000 6 0.250 8.50 1 0.75 0.486 0.029 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT M HORZ LOAD FACTOR / LOAD GROUP => ---- kips ------- kips ------- 1 7.2 ----------- -0.5 1.O -DL 1.0 ---------- COL 1.0 LL 2 -2.9 1.5 1.0 DL 1.0 WL 35� 6 t, irfud.Y MA :A I'T - fit If's I s I) Its I fit (I n (n hI -A (I in i i �) Of -- - p— 1) (N) T it 1 of (it CI Us 0 lA C) ill c .3 it) 0 f, —3 C) M it -.S it) In (1) C; C. c, C. I ii) Of -.F W us C) E ::r Al (Is (if C.) CY (j, (n fit 41 < in UI :_� 1 fit ill T _. C-; (� tom. • (it if) C n C) C) (J) 0) In (Is :71 I, !.,. ..:! - CII j7I s C-.). - W ) C) Ill D' In fit ill C) Its(/l (is U ns ol U) (:i M cl. (Is f!)• C) fit A f Ol fit c.;C) I n ICI I I I+1 . ' M C.) o - is —3cn 0i & (1) •'..;(P (U Z! Cfit Fit 0) IT if ZE (it 'If - f i�.) (Is (7 C) —F ol C: C) in C) CJ• C; p V Its A C) .... U71 .. it, -.3 f7*: M,M D C) ni* M --1• C) 0 C) ; —3 .1 - In 0) (A. 0 0111 Amem.-Ml LEE cs cc)mp-::mjv pi :irmirgharn, AL - E El Paso. IL - a,7 � L 0 C E JC r7 Z: E L;-. * �� Carton Ci y, NV - LaCrosse, \IA. —Serlica Carts.--: C?enix C,:Pi, AL - :-ine 'Sfulff, A;:R - Mcdes'o, CA La,Gj-ancas, G.A - C.:Iur,,7cus, ivis - NC - Iamss;ov.,r,, C- i H F� -2 U R E: A Ei-NDWALL J Lti-I ri 7 . . . . . . . . . . . . f 0 M, y i h ng am, AL IL S'arvic= Carso, City, NV - LaCrosse, VA 9nlX Ci y,AL - Pir;e Eluff. AR GA. - A1!S - Focny ivicur7r. NC - Jprrc—io--s", T— IC i I I i ! 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Seciinn 2ionc n c..icz 3T E j C -IF 10 N v P. -P7tTRL-T,-N AND G -IR-', m AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : XDG Page 1RF-1 03/01/100 01:27:47 PM Ver. 13.3 Job Number: 51231801 Part: 1 Desc: LRF 601X125IX13110 A D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 60.000ft 125.000ft 30.000ft 0.000ft 1.000:12 1.000:12 5 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft .Rear : 13.833ft 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 97ubc 4 0 3 B N 1.0 1.00 20.00 0.00 75.00 8.94 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 DL + COL + LL .Load Comb 2 DL + WL - Load Comb 3 LL ASF: 1.000 ASF: 1.333 ASF: 1.000 Defl. Limit:L/150 Design Z --Inset(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 ------- 6.00 ------- -------- -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 23.375 0.00 1.49 8215 1.46 0.43 RL1 -4..97 0.88 --- ---- RL1 260 ----- 10.01 ----- 0.96 2 25.000 1.49 1.49 8Z15 1.30 0.38 LL1 -5.21 0.92 LL1 907 9.43 1.00 3 25.000 1.49 1.49 8Z16 1.24 0.51 LL1 -3.99 0.79 LL1 440 8.69 0.89 4 25.000 1.49 1.49 8Z15 1.30 0.38 RL1 -5.21 0.92 RL1 907 9.43 1.00 5 23.375 ------------------------------------------------------------------------------ 1.49 0.00 8215 1.46 0.43 LL1 -4.97 0.88 LL1 260 10.01 0.96 Total weight per run = 448.59 lbs Maximum stress ratio = 1.00 v+ 9 Page 1FS-1 03/01/100 01:19:20 PM Ver. 13.3 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) : 90.00 76.00 Design AMERICAN BUILDINGS COMPANY Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) ------ ------ SECONDARY FRAMING DESIGN Right ----- (ft) Suction Pressure Designer XDG Pressure 83.00 BY-PASS 1.62 1.62 Job Number: 51231801 ------------------------------------------------------------------------------ Part: 1 Desc: LRF 601X125IX13110 -------- 0.90 D D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 60.00Oft 125.00Oft ------------------------------------------------------------------------------ 30.00Oft 0.000ft 1.000:12 1.000:12 5 S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. (ft) -- ------ Girt -Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear 13.833ft ------------------------------------------------------------------------------ 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 97ubc 4 0 ------------------------------------------------------------------------------ 3 B N 1.0 1.00 20.00 0.00 75.00 8.94 Snow Imp. Factor: 1.00 Snow Factor: 0.70 0.61 0.19 LL2 -1.42 0.30 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 1.49 8216 0.64 0.20 RL2 2.61 0.39 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) : 90.00 76.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) ------ ------ Cond. Left ----- Right ----- (ft) Suction Pressure Suction Pressure 83.00 BY-PASS 1.62 1.62 ------- 6.00 ------- -------- -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 23.375 0.00 1.49 ------- 8Z16 ----- ----- 0.73 0.22 --- ------ ----- RL2 -2.25 0.48 --- ---- MS2 403 ----- 0.23 2 25.000 1.49 1.49 8216 0.64 0.20 LL2 2.61 0.39 LL2 1448 0.19 3 25.000 1.49 1.49 8Z16 0.61 0.19 LL2 -1.42 0.30 MS2 771 0.12 4 25.000 1.49 1.49 8216 0.64 0.20 RL2 2.61 0.39 RL2 1448 0.19 5 23.375 ------------------------------------------------------------------------------ 1.49 0.00 8Z16 0.73 0.22 LL2 -2.25 0.48 MS2 403 -0.23 Total weight per run = 411.38 lbs Maximum stress ratio = 0.48 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : XDG .0 Page 1RS-1 03/01/100 01:19:20 PM Ver. 13.3 Job Number: 51231801 Part: 1 Desc: LRF 601X125IX13110 D D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 60.00Oft 125.00Oft 30.00Oft 0.000ft 1.000:12 1.000:12 5 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear : 13.833ft 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 97ubc 4 0 3 B N 1.0 1.00 20.00 0.00 75.00 8.94 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** REAR SW GIRT STRUCTURES ******** Load Comb 1 WL+ ASF:1.333 Load Comb 2 WL- ASF:1.333 Z Spacings (in) 90.00 76.00 Design Z --Inset(ft)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 83.00 BY-PASS 1.62 1.62 6.00 -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 23.375 0.00 1.49 8Z16 0.73 0.22 RL2 -2.25 0.48 MS2 403 0.23 2 25.000 1.49 1.49 8216 0.64 0.20 LL2 2.61 0.39 LL2 1448 0.19 3 25.000 1.49 1.49 8Z16 0.61 0.19 LL2 -1.42 0.30 MS2 771 0.12 4 25.000 1.49 1.49 8216 0.64 0.20 RL2 2.61 0.39 RL2 1448 0.19 5 23.375 1.49 0.00 8Z16 0.73 0.22 LL2 -2.25 0.48 MS2 403 0.23 ------------------------------------------------------------------------------ Total weight per run = 411.38 lbs Maximum stress ratio = 0.48 16 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : XDG Page 1LW-1 03/01/100 01:19:20 PM Ver-. 13.3 Job Number: 51231801 Part: 1 Desc: LRF 601X125IX13110 D 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 60.000ft 125.O00ft 30.000ft 0.000ft 1.000:12 1.000:12 5 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang .Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear.: 13.833ft 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 97ubc 4 0 3 B N 1.0 1.00 20.00 0.00 75.00 8.94 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 ****** LEFT EW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL - Z Spacings (in) . 90.00 76.00 30.00 ASF: 1.333 ASF: 1.333 Defl. 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 ------ ------ ----- ----- ------- ------- -------- ------- -------- 83.00 INSET 0.00 0.00 6.00 -0.90 0.92 -1.20 0.92 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 20.000 0.00 0.00 8Z16 0.62 0.19 LS2 -2.68 0.80 MS2 308 0.64 2 20.000 0.00 0.00 8216 0.54 0.17 LS1 -2.53 0.76 MS2 321 0.57 3 20.000 0.00 0.00 8Z16 0.62 0.19 RL2 -2.68 0.80 MS2 308 0.64 ----------------------------- ------------------------------------------------- Total weight per run = 184.10 lbs Maximum stress ratio = 0:80 • Page 1RW-1 03/01/100 01:19:20 PM Ver. 13.3 ****** RIGHT EW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL - Z Spacings (in) . 90.00 76.00 30.00 ASF: 1.333 ASF: 1.333 Defl. 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 ------ ------ ----- ----- ------- ------- -------- ------- -------- 83.00 INSET 0.00 0.00 6.00 -0.90 0.92 -1.20 0.92 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 20.000 0.00 0.00 8Z16 0.62 0.19 LS2 -2.68 0.80 MS2 308 0.64 2 20.000 0.00 0.00 8Z16 0.54 0.17 LS1 -2.53 0.76 MS2 321 0.57 3 20.000 0.00 0.00 8216 0.62 0.19 RL2 -2.68 0.80 MS2 308 0.64 ------------------------------------------------------------------------------ Total weight per run = 184.10 lbs Maximum stress ratio = 0.80 L) AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer XDG Job Number: 51231801 ----------------------------------------7------------------------------------- Part: 1 Desc: LRF 601X125IX13110 D 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 60.00Oft 125.00Oft ------------------------------------------------------------------------------ 30.00Oft 0.000ft 1.000:12 1.000:12 5 S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear 13.833ft ------------------------------------------------------------------------------ 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 97ubc 4 0 ------------------------------------------------------------------------------ 3 B N 1.0 1.00 20.00 0.00 75.00 8.94 Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 psf Wind Imp. Factor: 1.00 ****** RIGHT EW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL - Z Spacings (in) . 90.00 76.00 30.00 ASF: 1.333 ASF: 1.333 Defl. 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 ------ ------ ----- ----- ------- ------- -------- ------- -------- 83.00 INSET 0.00 0.00 6.00 -0.90 0.92 -1.20 0.92 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 20.000 0.00 0.00 8Z16 0.62 0.19 LS2 -2.68 0.80 MS2 308 0.64 2 20.000 0.00 0.00 8Z16 0.54 0.17 LS1 -2.53 0.76 MS2 321 0.57 3 20.000 0.00 0.00 8216 0.62 0.19 RL2 -2.68 0.80 MS2 308 0.64 ------------------------------------------------------------------------------ Total weight per run = 184.10 lbs Maximum stress ratio = 0.80 L) _p (�J (1) X U) .p v) U I_ v) (b : U) (U tll E- tU 'r7 U v) IU v) z1 :. to I- U) Cl. U C ? -(3 V) (n aJ o O_ U in n it) IU q) (U p on t)_ ,U = U_ on 7 th (t) v v' ,c (1) I, 0_ _ IIJ (.) iV C (U C L) I_ 'q) W C� It) (U <L T1 co C_l Zo ili (3) n: (V ID INE11111 E®®®®®m®m ®®M® • J - 1 rn A v ul rt r c_ loll a; c Ifs Immm MEN Im®m NEON mmmml no I t._ U on (U U .p rj u) (]. (n 0. IU (U C _0 D c Iii F= '� to (- U _ T., In 1- 0 111 _`• U) ((I > (:7 "�� "C) C� u) U UI U)ii -CJ # C) [: (11 (1) - V) _ 0 (.) _ (n -7to �- C- x00 C f) •` £U ^(U L) fir) tt,{ f:b �j "U (U q (.- U U (� t i r_. d) cU I J " tri (- �' .tu "J .IP () iU �? p ,n ui p �� (1) tU u) iu U) o tcl- (U cn 'r') �. 1 ��• n� C) U Cil IU O) c 1 > N (J) 111 t•) ui {- _ tL) C. q) C7 IU .0) U11A C) Y. t I in J-1 M any q*rs ,-D!ant Locaiic,,-z: E;m-,in-cham, AL - Faso. IL CFrscl C;tY, NV - LaGi--sa, VA Centers: Phenix City, A-1 - rine BtuiY, ^A,=- r,,Icc.,= °� , I I LaG,ance, ul. - Columbt:sl.,IS - Rcc.;,-Il Moun. jNiG - j m CH < !c < 1717!7 <'. 71, 1 C 1 < < .77 -.0 '=R Clompany A i -in e rf - - in, 'I Plant Lccar.;ons: L.,fauia; AL - AL - E! ;=-=So, IL Cars -on City, NV - LaCrosse, VA service i=.. Car S 's: Phenix City, AL - P;r.,e Efut, AP - Mlocesro, CA L_aGranca, G.A - Columbus, M'S - Pocky Mount, NC . Jamestown, 0-H -i '\ i ;7'; C= i 7, Ln C- V'. _7 7 7' C < Lr CO < 'M Z E 7-i :1:.47—T-V i.773;7-77-777 F Lolls: YmIr.1cham, IL - P2sc, IL Carscn City, N11 - LaCrosse, VA Cent-=rs: Ct/, AL -Pine Slut. AR, - -Modesm. CA LEGZrEr,ce, GA. - coiumbus, PAIS - Y Mourn, AIC - -James.-own. CH c t: o n 0 1 j� � J I t � 1 I I 7 <�_ _ < 71 c t: o n American L -e ;plant Ls 8irmina am, AL - El -; Paso. IL h Carson c; rl, :VV - La Cross?, VAI Se!vice Ca. --?tern Phenix Cl,'/, AL - Pine Bluff, AIR - Mod'isro, CA La,=rance' GA - c0iumbus' iWS - %COcky IWOUPL NO - Jamestown, C."" S='JOr 5 PSce 4 .:SC -54.3; =7) 0 E I 7 77, <: ME 1 7-, S='JOr 5 PSce 4 .:SC -54.3; =7) 0 {=rac 111I':E[ZIIAG 111;01'11 i�VjIITS p17 Alvif I"dCAN I.0C..."E'Ald PAPn:I- -- ('AHFI- ltlr' IFI IIO(I('ILI Itl I -A IA.I. IO'lAl. VQUI'l (01.11"PI:SSION C)Iotl'Id_SS1011 111 1111(. Ill. 1111(. 114. 50, 1)l. --- - ---- Ix. `,ix. - --- --- Ix. Sx. h: i lil4�ll. 1u:111. lil�l�ll. Ir13�l1. 14 GAGE 0 022 .1 0.10,114 1 1.1521 0.151 0.00.-3 (1-(1(11 0.0lifi 0 12 GAGE 0.030 J 0.0)1 it 1.711.1 0.2011 0.124 0.120 (1.102 31) rnll.11�k1( MAXIMUM TOMI— UNI c: W-.4 1 OAf:) 114 1:1(��_-- — :S'--4" 4'-0,* 4'-(i, 5'-0- (i' --0' SPANS3'-0 1 1 •11 119 11:1 G5 :1).5 :S7 24 GAC1. 2 1.17 1 111 - 113 --. 135 -- -- 5) _- 37 --•IC 3 149 103- 111 fill i IYI 2:'7 1S9 9C> I;!H 76 1(11 fit 14•L 43 :l7 1 10.1 ;� C!•.�;( 2 _.._.......-. _. 277 ._... 1114 11) IIII 112. :1)7 _ __._. .. 78;5 ._._. _. ___.._. 2.)0 ... __._._.... 1:79 .............. 1217 _..... ...-_ _.. 102 _........ __.. 71 211 139 IIll 9.5 fiG I. Scelion plol,tnlios hnvo liron culcululcd in occord(nce r,itb 11w 1(1911) AISI apocilic,oIiun;. 2. t.linimurn yield slrengllt uI stccl is °.0.0110 psi. 3. Steel ponds or'c oluiilinunl- rine alloy pxdcd. 111e corr-,,:spol,dintl reduced thickness shovin os "MiAol lhiclut<;ss was used in dclellilir,iu,l seclion properlie:;. •1. For Inudt; slu,rnl, dr:llectirnls un: I,;�is (hon 11I:71(1. 5. I nr wind forms the lubulntcd viducs coo ht: rrl„Iliplic(I by • — - nor• r.� nly • 0 IA, Ail P.?Ili.111111111 r)(I Ito:) s;)IIIOA p:41011KIOJ GIjj 8I)FI01 I_AfIM 10.-I fm uniryll po:,m 11-o.1 a III. :w-Acljju :)I.Ilz—l.t)II(IlI,IllIIo ;).ill) slaluill pap; !4! JO ppiA I,;IV '11;1.;j ;?Ill III!,M (100(1 @AQI,I !4,)lI,IP-iQ,)LI S)<':1 1, 6 1 W v Iff", I 01.91 Ail P.?Ili.111111111 r)(I Ito:) s;)IIIOA p:41011KIOJ GIjj 8I)FI01 I_AfIM 10.-I fm uniryll po:,m 11-o.1 a III. :w-Acljju :)I.Ilz—l.t)II(IlI,IllIIo ;).ill) slaluill pap; !4! JO ppiA I,;IV '11;1.;j ;?Ill III!,M (100(1 @AQI,I !4,)lI,IP-iQ,)LI 7V 1 W v Iff", I 01.91 H)", I VV oW z ..I wl.) F71, ................ I' 7V 1 W v Iff", I VV 101 VVI VG I I' lil ll/ ........... /.N .... . .......... ... .. M I ------- I v. )v, 01 1 R';1 �w, f J) 10 (-IV()"] 1/11,110.111,10 W1.01 M1,11INJIV,W] AF I,1 LfI L 09 1 *0 9 9 0 L R I "WO 1S. 13:4 0,0 VIII 0 1. 1 1 1) 1-161 '0 0, 0 _: .) .1 1: 7. 11/S ­l u/1-111 1/�., ul .. ........... ... Ij,/I,ljj I XS xl . ... ........... 'NIIII 1,11 'AM (I. I m o I I I,- I r I w I I () I I, 11,110 -,j 'IV I': P1 111 1,101,101A 1.11 00.1. A, FIVO . ...... .. ...... "INW.1 PTv 7 1 1 1 JAI V -111 nS L any Amej c 'OFs comp an� ccatiors: 4 = haE: — - Birmirgm, I L - =' P2sc: IL PI C2,1s--n City, NV - LaCrosse. VA Canters: r:�IA 'n " 4 '* ' �.L - I=. a S!u1� AF - tWcr-es,- .,,, CA. I L -= G; - an c a, . A - u m' �� L, S' A , I S - - -. c - GC -� VlMcunt, NC - Jamestvlr, C,L-,' S,� C- j7 7 j 7= 1 71 77. 7 7 i L L IJ S,� C- . . . . . . . . . . ...... 7= 1 71 i L L IJ 7_ ':2 tr. L= 10 . . . . . . . . . . ...... j$andard Specifications for z �erican Buildings Company's tiove._:oer 1997 Metal Buildin? Systems CONTESTS '_. G ENI Its L A. SCOPE....................................................................................3 1. i bve N!. ......................................................... 3 3.2.3. Roped rortr:ei Sec.ions (C.!;at:ise ) .......................... r r pvybrmnnc2 2 _._. ROOF AND WA—LL PA NIL NLkTER7?L............................. 1..'._. C^Q;Igs............................................................3 10. BUMDENG 3 • ; (Gcr.•ar........,..... (^- ; 113. 'S CQ2e Maki - .3lum.inurl-c'nc .zllcv-roQr2d........ L12R- _.3.4. 24 Ga;-: ?4. zer:al - ,�lumirum.-7inC .-'11�;:-Ccar2a........:; _.�. L..: -:V ....................... .................................................... _ 21 C'C??2,:'r. !2.`.'a!-.•��ii.'t?frt?[T,?-/:1iC:i�1(iV-+..CaiB�. /• 27. -' - - -!✓1............................................................................ " .:.!A .. _ . _ . G'................................................................................... 3 3.11 __ Age tl�(crericl-.'_lum!rur,?-?tnc `il Gv-�JCi2Q......... 4. ............ _ J. 1LGENERAL _AL.............................................................................. t 1121 ZRAM _.-. J_ 11` -_v . : -..._..:NG........................................................... A2i_ . =41 ........................................................................... r :._. :-::..—.its v:•w_y_�;. �...=._�.'r•=............................................ ` t2.:. Gj.Cif,-_ Font • ;Y=c:..,� ;. - ............................................................................. ./ / Bad -.:.-..:G1es.....................................................................:J _._. =_.:e All., ................................................................... - ..................................................... 1....... = JJQ::11_;•i;inQC?rQ,1............................................... J - •arias _/.� .: rtzs................. _ ^ .._. J. 3c,..- Spacing (ShaaGw. rr;e) ....................................... - _ V. —'M.r T IGS AKM CL_cTT IC:A_T.r'N................................... . -._._. We An?o................................................................... 1.41 br alwn gs....................................................................... - ' ., 'C : 7:i sC,:Nns..................................................... .. 2. .... ........ . -..... _ Dir,;ora c' .......................... r ` ' AEC 'ar'::acct:on.........................................................:' _. STRUCTURAL STEEL DESIGN ..............................................................' ri.. -, ., ................................................. - ^_ ,,; ................................................ LO kDS........................................................ .12. rwt ............ -111 _!%?er gena'—:GrT r _ :Y2! ................................................. .ti•-!ov uE:'2re Coi?;i!rtons.................................. .r cQe: »,.,,.» P, �7i1e'.................................................... . 1.?. gong jwn : vwh...................................................... Soec.;a Lii_.:z:-........................................... M. DESIGh POLICY _._. 1. S:_.,. i57;1 ............................................? _`.1•.3. _cry SoQr1 Liner �� i ' TO.Zi• -' Fmme JCS. = - :rte ; iQ ` _. D.ASIC NL=TERIAL SPECIFICATIONS _...:0. in er Zc;Iei ........................................................... . , S.......... :.1.:. ...................................................0 M. _ d.s _L DESCRIPTION ......................................................... 3 ill. 1. 3.2.3. Roped rortr:ei Sec.ions (C.!;at:ise ) .......................... 6 _._. ROOF AND WA—LL PA NIL NLkTER7?L............................. 3. 11. 26 Gage -'✓kleria: - [dnc-Coale � ............... G • ; (Gcr.•ar........,..... h 113. 'S CQ2e Maki - .3lum.inurl-c'nc .zllcv-roQr2d........ o _.3.4. 24 Ga;-: ?4. zer:al - ,�lumirum.-7inC .-'11�;:-Ccar2a........:; 21 C'C??2,:'r. !2.`.'a!-.•��ii.'t?frt?[T,?-/:1iC:i�1(iV-+..CaiB�. .:.!A 3.11 __ Age tl�(crericl-.'_lum!rur,?-?tnc `il Gv-�JCi2Q......... 4. 1LGENERAL _AL.............................................................................. . _.-. J_ 11` -_v . : -..._..:NG........................................................... . '._... ._ -y F me.................................................................. o Font • ;Y=c:..,� ;. - ./ / Bad -.:.-..:G1es.....................................................................:J ..................................................... 7 - •arias _/.� .: rtzs................. ....................................................................- -._._. We An?o................................................................... . - -..... _ Dir,;ora c' .......................... 4.4.1 .- vqe s.»-.,..g............................................................ . ..............................................................' ^_ - ................................................ . .12. rwt -111 _!%?er gena'—:GrT r _ :Y2! ................................................. cQe: »,.,,.» P, �7i1e'.................................................... . 1.?. gong jwn : vwh...................................................... — " l.................................................. . _`.1•.3. _cry SoQr1 Liner �� i - •; t Q Shadow pnmi - _...:0. in er Zc;Iei ........................................................... M. _ d.s _L DESCRIPTION ......................................................... 3 �' :Eii7_Q•AJC."��i?e!........................................................... .1 _ _ .. i.... ' m ane/ J ............................................................ _._._. :.,0 r . .,ii?er . mi .......................................................... _ �. I [anc:r.; 3e:a1 Para: 1. _..................................................... 1 3 ' i Loc- eam P,^ !et 2 _.2.9. r an.e! L engrh ....................... .................. 10. EnMuEdge cum.------- .................... 11. Gilcarrin;.....................................................................3 6. N115CELL ANMOUS MATERIAL SPECIFICATIONS 7. .-_ .N! T -i-",C --C .k 1 ',.MM .............................. %_, : 1 - - - 3=1 TITPam_ . ot................................................................... ! n. -r trar:cr fr.:sr..............................................................: l -- °=`•Z7fir-CCOATED ?-`N_'S .................. 1 711 Pone 6.1.1. Scructural Bofts............................................................8 . ! 6 L2. Fusteners for Roqf Panes.......... rQ�'ICOALED- __ N.,ELS..................................1/ 6.1._. r ascene:'s for 1=co?f"Panel Side yl o 1. f F-aswe s for goof Far-e!s and _%:.shin; 1M. . . Fasteners or Rovf Pa?:el Cl i.os ..................... — TI f)� YY'aiFC2!S 9 ,...:. = asteners j�br ;Tcil Pane: S+ae_vUs ............................. i •'' ' :f. - -- � asteners for Sh7•_adow , �:1e........................................... 0 T L R Bund finwar s (Rivets) ............................. .. PANEL CLIPS .............................. 9 WL _ . St_..&Mg .Sean) it _ _nel Q's ....................................... 9 [Salo Farrel Ci:_ps......................................... .) 611 WoNg %• Seam 360 Pant c2ps10 i1 ,, . •irp J17:rS , . .J AA2. Seal':•. _ono 5par ar 1:<1t -_.._ P r,ei_................... 1') t^n bi e:�,'n _.... _oc-ceam . ne!.............. 1i' u._._. Seai:'-.- ''e r:a).d_.,_ ..............'� i _.:. CUT--: _-.__ _NGS AND D01,Vz\'S?GL! S ..................0 &!I ._uN and MWAY, jJ '.4.2. .. .................. ............. , t 7. .-_ .N! T -i-",C --C .k 1 ',.MM .............................. %_, : 1 - - - 3=1 TITPam_ . ot................................................................... ! n. -r trar:cr fr.:sr..............................................................: l -- °=`•Z7fir-CCOATED ?-`N_'S .................. 1 711 Pone ...:. F., i., 'elJY r,^..i.tt............................................................... . ! - ; ,, 1,!,,.,.ial• Filch ............................................................. ]l . rQ�'ICOALED- __ N.,ELS..................................1/ 711. 3=2 1:feL.................................................................. yl - -one `1 .T. 3. �.�. e!•iC .: ... ... ...... ....... ..... ..... . ... ........ _ �.'.=. Interiorrir:is):. ............................................................... .' S. A CCESSORIES S.1. I'vLN—DOWS........................................................................... 1= 8.1.1. Sta x5d Dhdmvs .............. 12 Myro•w Qhr'i•iia`oivs....................... ' 8.1.3. Thermal Burr2B.'';Vindows........................................... i - S2. PERSOtitiM DOGr".5......................... 8.2.1. Sra)?lard Doors...........................................................: _ 8.11 Dccr Fra;nes............................................................... ! 8.%.3.Locbeu ...................................................... ................. : QnkDmi ._ 3.%. �reshold.................................................................... ' 33. PRE-ASSEMMED PERSONNEL DOORS ........................ - E.3.1. Standar•1 Door .................................... - 8.11 Door Fran?es • W3. 3. r oci:°e:s....................................... ............................ ..............................................................: _ .................................................................... . _ 14. S_E✓ItiC- DOO?S................................................................ _. t ......................................................... . :.A. G RA`:!! t _`J!_.-:tORS........... ...................... .: .......................................................... _ �. LTJ I..r—�i. ERS ............................................................................_` 8.7. A St.^_rdarch................................................................... . ........................................... ............................. S.9. 11,Sim.AVON ...................................................................... . b.9... ; acfngs... ..................................... . 8.?. R .: ;!im .' s !latzen.................. .......................... - 310, ROOF CUR3S................... 1 0 + :—, .,. Jcunaara.,- AS.-- - o ,- ... 9. ERECTION AND i ST_zL L_ -'_TIO` . ........................ 10. BUU.DLA G ANCH OFRU G E AND t O L N -DATION .......... 6 IL`.+ ARRMT11S.................................................................... _ , i.!. SC Orr'F.: i L -e attached SC ci., camas cover the Si.andard ;ai�^.a!s a;nd comDGr.?^u used iP. iue desi�i and fabrication or �.trier!Ca7n 7..''.!il^. u?Q Col-•D'aiv:= metal Ouild!P.4 systems. 12. 7. LT Lean-to is a sin.12 slope exterision to a Dra a:a . s7 uC-L1-e wn1c:1 -Provides Sr_CFura! support. Thes? '1_,1LS usually have the same Standard r00I Slope and 4iui a --_le bu11di a to'NuiC:7 LheV are attached. 1.^.v. LP'2 Low P-oili .Clear Spam. is a continuous _'Tam_ I , - - bulldin3 t:lirh a sz--nda:d root sior)e of lh:il. _._: _. ! h?Se 5 .'_.T_1CCQOPS a:_ rSl C_r rie oI _eri0r'anCe CJ "--az "ie uC ia^ .^. �' Ae' C'ui�de; 2101Or C:V :?' C';^ u J 3=?•'S iIav? iaDere.. Oewns on ',Lni"OrZi ^ C^IuruP_S. !lie vO7,3r-•. fanse CI the tapered Dear _ad':stand ti:e GiS 'r GzSiQ:',-naIlufaCPLe and _ hor12Gr;ta1. Simmle span Side`.vall _im are :—i L'i 0 of all sfie ;can 1^.u!1diF:=s GomOcny,s me -.Z1 c' Une. _. �'u? c _ Cc. _IF._ -a Cio�'ra 7 Gi 2Se' G '� a. __ =_ /_[Ora=__. _72C :ORP C:_ a .. G a: S -o i0 .._.T liE:rajis DE"S.CR2l 10_N !.1:2. _P2 -k'! Low PrOae, Ir- 'I CoiUM, is a cJi,C^_ ' s =name buiidiziq wit:, a standard -COI slope cf 1/2:,2 -__ aamees a-ve t ptred ralre.'S and u... :1rin? ..__ columns and have One or :core interior Columns. Scan s! ..%Vail -ir"s _-_ .._seC MLC to column `.4 �r011!?, C i?2r Span ._ _ _.. 0. .: r_d3'•1 rGOi _iGpe Gi COIu :^s 2 d - - --a ---- 's Siv zw 'i!pass Clear is a Cci:`_uo'us •._i 11 .. �:a:.['� .. Fool slur- GI 4:!_. .. _._. �._— _ _ _ ..1r�? (t Gtti• �'J L.i�` ._. _'�:.� L_•.�.iLL_�l ._ a i•_i13 `a-_r'.e Ou11dL^? %wim a SianC_rd roof _!GF: Or t^^t'_d COlum?s and or mo-? .r't=_:ior c,lumns. -,:? i;:Gtlie'' ._:'or Coll_• " T „o' s 7-n!- 1? '�,*� a ,Ga d" roor _iope of -•--. _ __ - ' -am-s 'rave arerVa COiummz c'..:cn'. and :ave cue -,r mor., in,,, Or Ccl'umnz. _011t:nu0L•s _ia_',V21[ ?'r ;•725= lrie CO_ `.'.IIS. " 1.•2:^. a OP_iLT]10 L'' an G' 7u..?IP iVIC _ . _-^2a. a :CJI' SIC11P-- Ci i s �. i 11' �a N - -= -.PS ::a,,e rap?:__ r -a on uni=o *Y deli co1u..0 ' bc••—•-- ' ,e or may_? of L,? tape._d berm isor �oami. _____ Jt: .'A"! ..v?•.�l C:'i y'�� are inner m; -1 G :lie ^.JIu:. n .__. C YI it e. CciTr, = ter for Coiur^as s a coni ncGus -a!Te 4uiEd'? b :l:h a s=ar:Ciard roof sit cp oft! La-ve G�� 1S Gr u71ICrm a-:�r1 _ :_s, .'d nave Owe Or more iter?, n; Siren;? are L'__. .nto =,-„ COli:r'11 _ e, _-P� C''e' ? II 1S d COia iluGt S 'r-_ _.- •- ti'i .. a =: ._rarer rOOI- .... _ ... rte_ •._`;� _i e_:Qr.a d�.p ::i ,. hila:.'._ S _:ill .-"-.-__ .,r unj--,D rn v? "._ .97_7=. Jilmule S'•?a.^ sictwa!1 c" _ 1:_ se:. -i0 Cue Cot- mn !1:__. _ue 10 Me lower Ororlle.= Te u. ? .Se Oi =_ net CaI � _ ._ :r:, CCTs V:_ Siaa`nq Scareo- __._.': SS 2M __ IC.M .1''U" i __,Car'.'.'.. r"10i _lo on-. ar " _ =meS _'':'.. On u^.lIJ G.: CGiur:%s._2Ve ;one or ,^,Cr_ .^Le:iC- . _ J`- Szali Side'. ail axe L.Sei L*iiv i. c _ fiL'1 ! n e. L'!!2 . l%e lower Cioi:le,'"%1 bui;C' _] .-7u_re !_'__ �: ntrican 3'uiidiuQs Comc.z-my s _ __.._Ging Sea-- eta%Ct v _Seam :OV_or LOc'_=am. Roof JVD!m. LS� Low YIv1: S'_ru.:t_ S Ope u Continuous -- C:eP.r --pan'i'tl'idiT'_ with a sta.C?=d roof S;ODe O ae ':_-rima.-; es have rapereQ commil'ts a d ra-_.- ard zhe cont- e'_1.1us S:d:'•Vall of :j bypass t:L?e C01= Dau Co L1e- loiv :proEle; TSS buddin= i Guile the 'uS2. c: ;:uie:ican nl_.Ldings Comcanv's S a, dui_ S__rn JCi^d'in° Seam 36-0 or Loc -Seam Roof T=_-.>: To'.v ?:Gtiie, Sin21e Sio^e. Interior Coil_:,: is .. cora _:ous Lr=e. clear soar buildin_ witii _ sti.nd?r_ :coI S!Olre __ _.-:t2. he orima.^/ E nes have ...:__ ns a'_ ._-_rs, a7d t!ie cont-luous sid?1:;a!i ;-7:-: _ypassss .:ie .... ,. Due to the low l..roi:._. .. buil'=i gs ie^' ile =lie `use Oi:^ate-C1R 3uii.__,r.oa '_O;aC_'.r14�i Scan Cli = Seam U, Ctaud = Seam, _`v'v Or _oC- Searn Roo- -,-Vs=_ ine?;'`:u-= is a c3n,,D- !o'u5 iaT?. _---- span bu:!d'tng wi h a andald roof slooe ofI i/4: 12. life D_r ° v fiarri?s ina e uni_O,m denth Colur ns and un!-olT: Qe7)i or Tapered ra-_." and rl'_e' .7rinLous side':v'ail =5 by-pass the coiunlns. Due profile, CSF 1OUl!Jinas require i1e use of -t, an Buildli,-5 Company's St2_-Lding Seam: II, Standing Seam 350 or L .oc- 1 _ Seam Roof Sys -'em. i._.__. SS -.V[ S-ingie Slope: Ia _rior Columns, 1nseC CGirCS 15 Comint_eus Z'a :e, C;ear span Guild'.^_ with a rmndara roof Sio? o2 1iz'.: _!. T. -he pn�rnar/ frarni eS have u ;IG 0luillnS ;-;TIC!tan=:ed :__t_rS.-ZLMOie SZ ail SIC eWall S ,i iri iP.rC ? COf� LL 1!^�. DUe 70 the low or-, e SSF-!vi Dulld1ng_- :eQUire tela use of American, _ Buscines.i__..__ Con!nj2n`i's Standna Staim. !r• S.andin Seam 360 0r Loc- Jea i'_ Roof EUILDI`dG `.:O�:E NCLLATURE. ._: _ac' 1_ J2:;or;3Onial ., f.. _...-•_ -- of': or: zonr Z. -_:I c. or ___.. of 'orizonmi rL? T Z \ ead`.'rall and ;oo uarnii:?, a5h,i 2 a: 9 2. ;nSi2l12-ton dt: lls. Ce...iica:ions: Standard e awinQ_s and designi anai,'sis S:ali Gea7 tne S'31 Oi a registered. 'r0I2S_;Oi121 2^ ";_.. apc;n r=quesz. ' '{ _ :.:SC CeilIiC2ri0II, C2iec01 / NIB: .-"!I ._ IIerlC an diZg `' bulldin4s St's ie? _ at .._ �'Ul uu._� Company's c c�aii _ and. Zao%Cated ro rn"2: the A:S, :=•n - :0 r - 2."C ivr �.a._2nr'+ 1`LJ. _.�. G__iER,.L _.l. i. -`. iI _.. _C �Zal riali Se _,10i1S CI '.1•'.'Ided GLtt:-'.D -.-- 52C'.iC.'_ Lesi=Ped in accor:.ancz -wiTh rl.lc Ai S' _ S ca- ca 207 J uCiir2! Sr!" =)L6 ding-." AiioWll'' m De -m- and PIc i:C JeSi='.Tune i. '.:R9. -- 'c'__ v'1 _CCJICai?C,.. '.Vlr::i ii?= ..:5 "�'•cC, _C_:i0r: :..: _ Jas= Of ... _ _ _._.I. __.� .__-;:''l !l. <�.•.'__ .:ir .,71!!1.(:. IDS =0 0`••1111 aLlac. `:Cd'3. Ci' ll.,o. '•'iii'0 _.. `.v `aC. Of :�.. :Olio.,':'! is z _._._. �.il!<'_L-•c V! __ r._ i5 3 nOTii.::al Q.a_3'�i0c:.._e_sui?., )i.Li r [Caves OI iEe cSe 71ai2 On L� e C01.?„ rJ tGe :i_ __ .: n •1. _. _ 001 >_.,c SIC_`.vai-e2z. °��P C2 e Lwall -i-s. _._. Sir=._--= �a" _7201_ _:_2L: „_ '1'J'. :r _�' Ce4:'e'_ -al::_ C i7. I.:?, ar e2d bays), uniesS OLrt_:n'iSe wirf rc'-. Ltc7n1Te) fA_?l Or LonZ Spam .._.... ,�..t_t:__ u \' Winer: ❑ SE,uI! _U', _-. or /.8 e'tiVicea =..1-5 2I andi Gays.` --- uL.._in' "rilil �:_adoLv !'`lie! i --rte) -Falls. i.'�. DR A VVE G5 .IT`D Cl: C.'_TIOir' 1�0�^"ny s ;al.! :1i1_i. .0.,: a'.virl_s for _i_ proper ;den i-I:cailo0 and ____,Div 02 all ^'111CL^= 0? r0ncn S. ?Se. diDii71"s2" a'!11 sDJW _._'or :olf Se—:1- __:ii'i.'r5e C-^cS o- o- _`ia:Cc 'ui1'li.= Code. Code CCa•='=Ss = Iernarlonai 11:c. _. '. B-0C.k N'erio a Builu l2 CoG4.., u;'! ;:-_ 1S y._ _O e _ niniSu i0•.'" C. ��.. �_!:7r:n .lU i:11:� t..'.�. (.: `: tet' ..._ •__._•___ _.. D. .'-ar:Dn2i Bai,d;:._ Code of Canaca, -. T.l.' N:Jr -li ,= ea -ch C;oLnciI or: Can2ca. I cv/ .Mise B,�iir'TTi_ ,S-.vsie7.S Lvfi nL" OV ::'� \�1_- Li1C!1.2 _._._. __:'ii MZ Cor-onenfi _hall be CeSi= 9_ i0 Meet e OSi __• CC.._:nons !CadCO.,_rs C`• .G_ S=cC.__c G° liCi•Q code Gur 7n 'o casec_ be fess mhan .i___. r00_.... b. , :.. 'Oi:ow702 icad COIr_OLr;2:'.OPS. BL11dL '_ dead ioade 4.1115 root live lopZ ^r C. Bu ldir_a dead load Dlcs',viT....'- load plus one-half coo" tori_onia! Defier' : -)s: Snow loud 'Wail '10 `"r.'Desigatd i --ss"r! e D. B ildina Oea-d load plus root snow load plus one-half 'p_ .e,s . I'Vind load C: S _._._. Root live and snow loads s ail be aprlied on rhe hor=_oncal roo; ;ro ,-clan. Wind loads S�-:ai.l be assumed :o act ihoriZonm!ly and shall be ap011.' as L•r eSS:1re 3r!d $undo:! ^e'De^.C!C11ar .0 :1ti3 olllldin? rU-Tac'e^,. _ _''. b�'�e,� local i1:riSC!CIiCn C.C`�''..:e5, deSirnS 035eG on Ci=�. alum aCove i1S:eQ 10305, CvrilCLZd1;OP_S 0? 1029:. Or t�eC.^.ov of is -a:. po!!cation 1m'av ^? obzai ed 1!JC'•a a ;-ILIes, -'POI ICY DESIGN de rac:icev it.cOE" �2_'/:C�aCi1- L a_ ?Ori -he 11:96 `.4an-u3! Dr�:.'� �Or'i .-.!SL �t_ei DeS:_1 '='1iCe -_:ieS _. iceabii ry DeEig Cons:_-rar:o s for uW_ -y - IiT_u: L -_L e'--,_.0 nn' ...%q lti'' 27 1 D, N =Roof o r :;1 i., Ve -- ^oo "now = =�c.are^ _ Grouad SnnIV � 1 r Y:. 1JZ5m Wind �r�SSllr'. supoor:ing metat w -ail' s•!=L;omuLig mason,, wail -1-9 1''7. = 50 Yr.., 75"0 Li120 L/l20 " 10 77 -Desi`? `,bird ?-essu-= suoror:-:2 memi wall ui60 s maria :masonry wail _�'! 00 Crane 'race. al Load or !!) .- Va, pmdam operated crane i aJ _ V 6E. RLn Vti'G o� :had cine 2�0 < 2 Runway . r-%Va'VS Crarte Load S. r.,C 1, I ail o n-, pany r e a o u cam^ 'Iiia: Ro0r : lneis f &O: c. _. V 37,Sve:se ..:.SiGn- SO'In . _ _J'J rc': lvaci assVl'..._ed a... v .1_ ^�] -1'111 f` tC ,?rill- f IIP - ='- --- �Osa..-_Jl__ p-. ��� :_.:_ _:..-.. _Ei!S 3L�J.. S !Gads vvii., _ load ^aC1'ouhl a Cur:in Or c_ii. ,:av5. 1111!15 115 :20C 3'•Oi.c3vl_ '.0 11;- load' :z '11'11=d :... S Or = des! zn, e 3s t✓ r _ `O :,ilii•\ 1'l'9/ --r �cS �. � �i�a:= ";✓'Vali C:,,.- _ _. ' C�� F. _._ �,vuF _,.e Or *Sno"v road u=ooT-,Ina_ roo: only Lr 11:0 _ :or -a ce. 1 11eS L.__tl _ -:Cole-u':? , .��'!S -.Cor L. • � �GuC _���'_•ci�:^�conc-..._�ia�s _,_'7111 SUL'D3r'_e? P'vvvOod decS. _:c. an" Toad Wl? nun --Lu Canes: C U600 ClaSs D L/s1�G C ,LAA C1:zss-S _. L'1000 und_r .unE and mono mil c, mes: ,-... _Tri'=_". Cl. ,- ( _ C. an- C:am._ _.--- T Cc _7611;0 < il... � 1 r Y:. 1JZ5m Wind �r�SSllr'. supoor:ing metat w -ail' s•!=L;omuLig mason,, wail -1-9 1''7. = 50 Yr.., 75"0 Li120 L/l20 " 10 77 -Desi`? `,bird ?-essu-= suoror:-:2 memi wall ui60 s maria :masonry wail _�'! 00 Crane 'race. al Load or !!) .- Va, pmdam operated crane i aJ _ V 6E. RLn Vti'G o� :had cine 2�0 < 2 Runway . r-%Va'VS Crarte Load S. r.,C 1, I ail o n-, pany r e a o u cam^ 'Iiia: Ro0r : lneis f &O: c. _. V 37,Sve:se ..:.SiGn- SO'In . _ _J'J rc': lvaci assVl'..._ed a... v .1_ ^�] -1'111 f` tC ,?rill- f IIP - ='- --- �Osa..-_Jl__ p-. ��� :_.:_ _:..-.. _Ei!S 3L�J.. S !Gads vvii., _ load ^aC1'ouhl a Cur:in Or c_ii. ,:av5. 1111!15 115 :20C 3'•Oi.c3vl_ '.0 11;- load' :z '11'11=d :... S Or = des! zn, e 3s t✓ r _ `O :,ilii•\ 1'l'9/ �aCiC a�--;M al S�G� iSlr. �'�S -._.5. Pane! Ir Suail be 2 cac? alu :!•_i::1- Z i:C ai10V- <: ORIOrR1L 4 i0 the reOClr_^,1enLs Oi 1. PRI`/L�RY FiZ��'Piv STEEL 'moi:vt 79 j. !v_1 u,; ;rigid sreOh ;,:ail be ;COO -.!.?. St??i for mill -rolled swa-miral Sections Stall collfcr-, CO r D.nrelS_" .�- ? r?QUlie.::?:iti 0f a.ASTMi]CaL10ii A_C OC S�,T`y( - pct?:121 as Sie_:ried shall �2 =� `•ae a1Lli.iRum 7 ( >C 3i ami ti Gl? Z"Rc ailov-CCat'_0 sic?l confO a ing i0 the rea trem nts of !92. 'N1!Pimum, -;.end SC. ?P.^t scall be fu,C!tC C•_i. all Tilt u� Sections 5�Lall me: i =S a`•iiC3Gi? i11e r -h ical and chemical orone. _.es GI. .J _:vl 4. _ _ Crag? 50 wiLh -a .7ii'ir; um rigid of _ '.000 D_i. Cr AS TNI � 607, GiraC' --, or STM 1_ 1. Cii �1iT l.l. Crm-nii.4 memnbe's Suall be s oz Ia0rlCaCed for _.e/d boil=Q OG (piaCC _^J a__2C•:Ci;/ _um es 0 ti:= o;t2d 'c-zi P_S :Rall Ge I G� CC'Rn. •_.i0 _ G: __ i 'rl .-_ _ ;l Or -12e =l. i1100,h avid 5r �GU, C'rS Cr u._i0;t:o RS. , ` _ T �° `.11_ s _� _.rte e_:ions Snail c -e m accordance Mzh t _r:CC1 CI_ --0C.-^/ voce for ..'!:1Q e aide GCaI.i.Ca'iCC: Vtll _ _.-._ z:e L,. _r _.. to .3.i-7 2:-3:-ai'_ . .1 an.-; : - _irai _aC:i _.n_Mica.'m7ontmies iG _ r { 7Z? C "iCu! 2 C�?..."Cal _ '_ ?S 0i - u - S '� nn Si? Gr rR l!l-r01!?C' .-e.:.Tri e._C;i P_5'anc ?:S _-1CG IC. L TO Sin' of .li? ;O 1G�Vi^0J _._.1. �_..0 ._.r.._.._t _] dile .J ?° G 70, ._ - _ ."!iiia?;u { 0I <__ iI Ao 5_, Gra":? 3l.. \i(_ i-._^7 ngth ....u; be 80,Vi.�O csi. ..._...tial :veCiil?^. ail be _1 i0 d..^,t Ci h.'.Ci C9 ttil_._ul _ Yi:`'.0 su? - _ J alt '%ei cv7diC:mohil+_':'eTG 2i% :" _ -----. C Za!'l1 . Cilra- LS 0t _.,'l :'. l:'_. _ ._.iiL"=_:? "•..... _-C_ __i 90311 �8 8 O:"L0 7u._ clh,v_CCtec ::cel, CJRtCLT i12 to C1e-eOk r e s Gi Vi?iri :�?^H 7 ia!l �'? SO.000 . ,C:"V: j: roof aInd _:,u,r�. Sec ons as rzc -•r inti_�- C.c &nr: $%___.._,.. Sinai" D? .ac—cp., W8.___ iC.LO !ace .. :Re li!710,-7:. jolt uCi -c. -,r.. A.!1 =e OliaeS anC C"ang?S Sil?il be sGCG _ger:. u__., to _nci d? bolt con. -i? -Lion holes. 'We' --s shall C S 1CF M.M., :_ 0 L.0 Uu_ „zICie 7 r=cL Cr rod bb:acz Poies a^zi fla^z?'race -.Sinn ?u":iii: and C!.i:_.. P'1rii:a_s aRC c_-_ sGail b_ L or _ ^=;'.CRS with f!au_'S. __. S1S:! ::- Gi? CL;iC. a: : iZ C -Mr/ i.3r0V1C.�, T0,1 _.�'.!C boid c 0 :ue oylimary :ram- -.2. 1hV/ Small be Si,T:C'l' iJC CO =i0�1: sz�Ln lre-,' v les SD �iG=:vIPE? 10 4'• -;r;• F_ �' c; Ln=C a ^cam r ._. ve 5:..,ts u l flane_, cold- t,: "C" S_!=ions. -•-•-• Base An?le: .: �^_Se hl2 :Oer vJ11 O2 S�pCIl2d by W'f L .1 :he base of zhe wa11 covering may be arached to the :irnP:2r of --he slab. Tris rmennbei shall be secured to C0r.. :e SiiJ ii'1t7 concre:e anchors as sLo`,vn on tiie dra%,V1-=c. AC::'iG --,._'= _ ..ia2onal Ji��iai OraCLnc !throof r.- _-` ..Nail Shall be ujeC'0 r2:•CvP i0h loads tIVSiC. .- 1a, etc.) 7.= tRe S rUICLL.e. T'__$ Cl acin'a wul l7P 11,=m and - _!pCeh tvitn be`.=l washer and rr t5 '_t P_ .. _hC. It Lai! CC%Sial J: hCGs i11'PaQea earn 2.^, caDi2 with Suitable :_read -o '.,-.: - _ .. 2uCRCC:. 1.=. :�.Lner1C'_r t'li]1I12S Company's Long Sear! (LSP) and `;Val.'1.2d shall be =0 or _4 _2222 S(,!:00,,3 �sl Steel. iia' D*emPrior fin:SR Suaij be tither A.-__ aia!rjnL:M-zinc alloy -coater, pre -painted 090 zinc -coat -z^ (`al`ianizedl or pre-pa-inted AZ50 aluhnlrium-zL o ailov- coatea. Pre •L?.nished panels si.all have ?_!nn2 :cnn. Company's Tong Life r!rl!Sh or Pre_ iu 0 ptUs (_<_vIIar :•0w) Ci-jisij. An e 10ossed n=5:, -- avaiiable as an Option or, Pr e^•?ium I.o walls. _...0. :mi --:can _Lildi.nzs Cor^panv's 11SCRi:eCpiral 11 wall pac_;_� a5 speci'te,. s all be 25 30,000 is: _._ci. ---- Pahe. _..: 30C iiniSR Shail be eirh_, pre' aL_:ed L. -O Z'_:!C-:Cai°.� (,_alvanize'd) Or iP-pa it2 ?._;O Z'1n_ a.0!/-CDE-d. Pane.,, shall have..!e loan B 1i1Ci- COC puV'S iORc L.__ 1--,1snor 11=;Um 1, 0 '✓!Lis (*h.'!in' :UO(=') IiniSh is avatilable __ _.. 006011. CII Pte niL!n 70 waiiS. '"•? .9 all p% ar. _ -.__'_ v _.._;1 iiP 1:•IaCPd la:_.all" 'NIT:: arl2i25 CO;1n2Cii::2 _._. :C _cs o? pumns or r; -s so .: ?: ____$_ i_ .P:t_ii _ii0vva0!_ !1'Rit_ :Or a- '. -._.-:Z: `;vicen _.-_onai ,..-,.cin_ is nGt ce:::li-2c i ..o!'"... _.:]r -,;.--ail diap.ra_T.'- must be 1StC. tv`i it Sl.i _. GC L'Q ...._ nails ._..2 e _ nor be _� ls,d `,4 _re nn :_._. e (f: n s-_,�-, •Cc the :JCi wi :.==� `;,: �i CL j; �. .,. _ �S _ ;•P �%•aR _.L -!P, ;� .�..�), -._:.'!it2C�: �: ai Tj i. a:'2. _._._. Rooi paln_15 _ ial C.. e;the- 2'ican -Bulli i -- Co .''s LJnc Som '_ne; S 4Ztand.:-c 1 7_I _ — — �e�.i ....:e! z__ ), a: 7. 21 Is .,..Rp2ib= +!r.t-:iO Panel �N'hvP), LOPc Joan Cr �OL1i . D P: -j% _v:2 an -._.'. '___.(=_ ___..._.-'_T_''2S ]:!_:.� C2 ...i72i a.:%2: iCan v1-• • _ '1lQLl2S �.__ ,. S: -ado -vv. 'i2l 'moi, 0: �,'i•'_t15=rQ i aSCia je C$r:..:$ as _lai) "'rP-Gi:i_.._� t_ .1) �hr._'�2:=.. '•c' Var!:ZP^ 1 s'.. - :;0 '�•� _ ___ J .lave .`-;2L_°.". llii _c COC?,, ='1!id"^$ Con<'.R"'� LC•P: S°'a Cl 1,:..Q") :1::�. `• _i Ln_ -_care^ l__lva-.__dl5t2Pi cr cao= r _:__..r -•- GLr!Q5 -omnan- s Shauic:V iai!2t� !a '..z2. 3hail -n2. pre-r:aim2d 0 90 -1c- CC_:2Q or r-.-pa!i:ied .A 7f(I an_:S snail have ^.Vie1-C;u1 ti!!`ti;-_3 C0.71u aZ ]i.UC ' `; ;air 1)lit l e`cau =� iQi aS Cuu._cRy': SO -it -F is^.3 _;c (_-- _: 2:1 be P:r'!�^$�.... 7 __•T= :._Pl. ._.L Gare: ....:_'..:. nR zhall e: ae. "`i,'.- oaince':. 0 90 ;eai`;anlzer) or " ^ 0 Ilei __.5aiuniinl._m-=_^C ailo a]'_!S sh_.il have kme ican Bt_ii.dmas t.^..il�' - "S _.._Give White LOII� L1 2 . LTIMI. - 1e: can �trn'Js CCpa, y`s St^noir:z _ea^ II (__PN ilC Jtan.; :-2a 1] .•e0 (S??) ROCi ?a.^_Pis as or _7 l7a-t ?0,000 OSi :i22.. _71,' eXt_-i0r ii l Sh snail be _.i"12r AZC_ ail LninUa'-=Lir 2iQv'- l-`�•'ar�i. re_p^�nwd C 00 7_inc _Oated Cr _ ) clumin1T-ZLn all0`/-CGai2Q. ✓' CaE..c_ s _nail Rave a...__n Buil_. - Coles an _ �K _� ..00 -'1 T l,lish. Z I � ;i . =.,--ican. Buiiu-inm PZZe; (.SL?) -P!l �'.ave a 'cc, F-='= MOr .=Sren,-7S ---h�lil �-e NO. 12 x 1-1114" or -cmfigura:Jon cons- :TDS o. CE:00111 51e-21 E07VA'S W, Z;! a x Se -C,--, nn 0 1 di ad zinc. aticy or capoed smim2ss szee, pt,.: an?[ -12nem. 71P Z D - Inel -provide a n2, 7 a C' f 12 'nex 'rash.--: head. Roof' faszene:-s all 1h._ azsern'-1;.,-,-J V"asqh;e-. PI&z'mium 70cf --sln'ers si-'all 'd� VII or -x=m-e'd� roci3. e:- c Srar,,-:;T-- �Z-- TT (z—)� Z -,M P7-2- h;t-ve a c Or:- szam'i !: - - -r�-:: ! —1-a7:C.;-, _ Qf 11i 71E -2f:1_ -S 31-., or wj1c* rib. Szac,-,-4 ,7, 2 :.er2r�-rs. D-InAl�z 1- '- a!! �- . �. -- I all x No. n f: 7 jr '!2 cn��' --7 Lje �jC L I CQ S-1-1 e; SC-Ie'A'S 'NiTI. ,cmec: a la!)3 7.v�luh an. 22M C7�inCI-11C - a'bov-- [�e maicr -1:b. 1a---�l oanti SL;-�ail lt;,T-oviijp irte2--rall '-P-X was,----, RLior- 5hall 'Ce colve,ap in vviddi. 7�;D\M washe,-. Scandzrd -7 paic,2-: seam s,:,nj !1ZVe assseMoiea WIT171 factor-,' ap-miet 'selan_aS7en_.S shail '-ave- a long ii:e coa:ung over --t. N 0 �iM E R 19 99- 7 merican B-ufl-:'-nE-:s oc-S-e--mi Parje;s (LOC-) - - . i in, s Cor -Searn Amenca. Loc ii Parial 'LCC') as Specified S'nall be 211 or osi sizel. Tae AD Shall Fav: tion 15" or 12" wide with lnic'-- nanel exterior Finish scall be 7;,-L. C aiuminum, an* verzical male an- ale ribs, The femaie seam sinaii allov-coated, -,r2----a1rn!d G 90 zinc-coata6 (Calva;j- Ueu!) have racon, applied se-aiant. The panel seam s'Dail 1-e or p Pre-pLated A.Z50 a�umiinunl-ziunc --iloy-cateA. Pr a -r-Si2ne-� L; G rn eshlanically inte-locked by a specially . -aimed panes sial have American Buildings commp,'!I-V:S s - arni; mac me. 'am:um American 3,uffldi--,gs Con-manv's '.-Marisard Fascia --n.; -71,,:,-d---cs Comoariv'3 '.,Mansard- f as c a 7-n 11 (�i[F?) Shaill ha --ie a fl:..t SUI -f C -e 'XiT a a Ma!-, and fc-Lnai- fl Ac, C'- I OZ LL c-naF. sle-!!. �T' a-- a'L! i -., -. z-, I o cm'ti a 1" seam. Pancis shall have 10--l"61 -r:,) a n-1- IS -fln;Si: Shail 're-paLmr.d 9u` - Z±-r nominal coveaz. A 1'G zsoi;18-jrim.um p;V,;vOc, c (galvaruze,-i) c-, ore-oaL U7 .1C -Lr,,:-: or eouMipnz w1i d z a 3: 12 a:1OV-coar=-d. rar:--;4-z Shialk have A-men"can re-,uirec' =uiidinn C-ommao-V-15 -0 P'us (T -�-uar 500�D) TI S;- P—al I ng:iv 111 wa'! pamels shlail be ccncinuous `--orn sit to roof line and a;l roof shall be com:----,pus R� PANLL DIDESCI PTION from enve ro r- ':merele--,a�h b -c=! LM Rive for hamd,Lng -purzoses. Poor :3?^ ac - -CS 3nQ SCa-.. 'DaZ.-1 11 ibe a 6" for ��m)n S in -71. m a e a7. an c c) c - V r nbc 6!' high. S-paca'-.J 12'1 on c!-r�7. a :or oal Snar :�an'-;;. !.I 7-,e a7 ar2:1 1 ,Z1 -or Z- are 0 S M a!,,7 rZIE1:21 end la: -s shail ac ^a'?; S L4 all r o v i 6:' nd--.'a3' in w id-. h.. 7oc �:a05sina:i be --- c :.!az-. on" M-21-1,17 �c J n i -77 ,. n P I as 7,D - a Ln 21 -a- ;7 :,-:z or, -,Z-. :!-.h I.- or i�"Ss roof -'13-ce 3*naL-;-- 30uarz c"It. a S Fc '-u:; -V!7n a nao _:G3 Ove. - Ct:m=nv'- .7 j-aC7U7T; -,7 D ant!, 'ja r, 0 1 13: i77 or -. 'M a: n o u:- 0 a'vines- ca;,-�-; a --ca— C. bz 5�ac'=,, 2 t:Lsi :it, z fl Nqf�n.�7 j:., P S S r, i -7-on o 2 .7 an -z:. --,!;a L r7oauczs Z: -a -r.2! Is 713' -UTZ:z,--. :-aj:cn -0r 1!C:' Me Ln -e -z= '3-- -L--V-'*--:� a n 2E �CVP72C' :111 n Muir-i-3ib (%PR2) mr12-73: ir. '_T 0 f -rib' 1: 4 a, v e a c !or; COL"-)s,.s7. o. T PE N-, S On cz:jj!,-. -L ch 7-ar--; shall nro-i-`= -,6? .' -,-r cDv e r a-,7,!. .3 US12C 0 C-mrpary:s S' a Pare! secorida.-,- --am Ln q czr 2ctcns -chall' C S -ail COU�.ra, or, i-ue and. 3" le -!o w i [h a M. 2 as 7, C prod es faSZ r'j,':C2n 7-!-,,!,1 parte;. 0. 1 a;jzner'� To r ROO-, aS: -, A:; roof --an'!15 Siiail b? or earn rane: ;s a -ac, -'ed to :'r. z, saconda7,., tia—ming mp-mb--=�S by F - Z I � ;i . =.,--ican. Buiiu-inm PZZe; (.SL?) -P!l �'.ave a 'cc, F-='= MOr .=Sren,-7S ---h�lil �-e NO. 12 x 1-1114" or -cmfigura:Jon cons- :TDS o. CE:00111 51e-21 E07VA'S W, Z;! a x Se -C,--, nn 0 1 di ad zinc. aticy or capoed smim2ss szee, pt,.: an?[ -12nem. 71P Z D - Inel -provide a n2, 7 a C' f 12 'nex 'rash.--: head. Roof' faszene:-s all 1h._ azsern'-1;.,-,-J V"asqh;e-. PI&z'mium 70cf --sln'ers si-'all 'd� VII or -x=m-e'd� roci3. e:- c Srar,,-:;T-- �Z-- TT (z—)� Z -,M P7-2- h;t-ve a c Or:- szam'i !: - - -r�-:: ! —1-a7:C.;-, _ Qf 11i 71E -2f:1_ -S 31-., or wj1c* rib. Szac,-,-4 ,7, 2 :.er2r�-rs. D-InAl�z 1- '- a!! �- . �. -- I all x No. n f: 7 jr '!2 cn��' --7 Lje �jC L I CQ S-1-1 e; SC-Ie'A'S 'NiTI. ,cmec: a la!)3 7.v�luh an. 22M C7�inCI-11C - a'bov-- [�e maicr -1:b. 1a---�l oanti SL;-�ail lt;,T-oviijp irte2--rall '-P-X was,----, RLior- 5hall 'Ce colve,ap in vviddi. 7�;D\M washe,-. Scandzrd -7 paic,2-: seam s,:,nj !1ZVe assseMoiea WIT171 factor-,' ap-miet 'selan_aS7en_.S shail '-ave- a long ii:e coa:ung over --t. N 0 �iM E R 19 99- 7 olat na. Siard_rd `a7,2r_ S s:hail be used on unw,arramed a:dminwm-ziny.;,:',y�roors only. y -aSteners for roof ua_nel side lags and f2sbina connections: Lona_. Spar. Root Panel Side laps and LiasiIL'12 conneC:ions suail be stitched by the Iollowing: A. p7!mium roof fasteners snail be No. 1-! x 77/3 selff- driliine carbor. siee! sem. ews ti'it�: a molded Zinc z!10 r or caooeci :zaini'ss cupped hex waSiler head. ::oof toners stall be aSSembled wlih a` =PDA SvaS ter. --miumiCCi I:Si-ne-s shai! L' be .?d on all - .iS;._d orwarrantcd ioo'S. _. Smnca_Td -cc,. La.�2ne.z snail be No. 14 x "i3' self r;llLTi2 carbon steel scre'.vs with an Lnus al hex •v a. -,.Le._ n.ac. 11,0o2 test? ..'.rs Spall be CSe:noleo '.1 !tn an E-ODN' l Washer. Smr.,darC' roof fasi2 i r s'Z1,1 i1Ve iong 1ii.. coa:LTio ove- =in;c Gare'? _'andirC :cn%-rS"7:i be used CP u.mvv a i7au L_` '_:u^ _�:: r .Jots 6.1.6. Fasteners for 'ava11.. is and Liner Pane._. -.11 Lo -2 Span, Archi:ecrdral or lyfu!ti-Rv Panels shall be arae ed to the seconda.-!r' framing members by means oT s•2l_- drililn2 carbon sizes sc-e'.Vs. No. 12 x 1-1/4" hex v'--a5`:,-- head, '--a5`:,—head, cao,llurn or zinc oiated. assembled With a 0.0'1r°" mdni num rd 6aiess nVion isolation washer. tae IaS en_`_':; shah „e Color vvitn a prernlu m coatis a Wnicd ploctc"S`.. adairst corrosion and ':d_amlei1S?.!i.- _.at2ne-S a 2 _vDl!C20L2 fpr usewie ! I!G?r!?SS C1a;i:=. 1L'sui"t!G% ''v t0 '1 (6" for A.ic,ii1ec7d-a1 Pane:S) .'_ tnlC:ciess. m2: 'C ason g _._ :._'_°: _cc- -5'y S_ -cc'' sl ^_:2... _ :•ell be e? J. _nail N0. , +" se. SL2_r SCr21n'5 `•Vlin r0: _ Z71..'Lloy or n Si?el uJCP_ i .. `h2Siier ,eaC. ti00I n :aEl '-e _sse^.:hie_ .:iL'l Da`N il as10 J -,... _.._. ON Iasi?__. C- _il �re -3Si2A?rS t0i ` 'I Panel _:de laps and T Ale. Pane. _.-- aos: All Lore Soan. Arcai-.ctural or Muin.-Rib P_..=. Sine 1^�S a_i1 0. Si1C__'eCI CV Means of se._-drl!linq ca'=C_ _i:,e' 'Cr"Ns, No. 1= .J° Cldmium or -_'mc oia _C .._.,amL_,le_ -vi-h, a 0.04,0" muniruli'__hic::'.eSS '.. ,, _.on '� 215:1 .. 1, :__: _._rs fi"uil be color cooro-i-n—c- '•L'eLn 3 vi=iiia ccatmg sv::aTi which ^rCL'C:S 2g_ >_: L= cosh: sion `N�_ oarir2P C rte__ _S7 _9adow _ =Leis: c'?r00r S.-_. IOSV C._Ct •8__ over 3i? ii^1st:. _•G. l.., iiin2 :ex-i-ea4 3r_72'V3 wi--'n a Svec-a; .._ .. cS"c=i2:S:.3.- -._ •'1 _=2re• =: . 5.2. Pa\_L C',`Pe rv0it SLcel _.i2'.V:s WLM a ; Lr.i=^TaL net f 2,'.'y. GCT Lasie.._._ _uai be 1SS?ZOied 'Nit _.1. P^nei Cii7s `$SPC Se 'S} for _:e SL_.nd nz .2r__.. 1T GGt - -n —' �\rf `rases:". cP.Ldrd r00i :aS'^=.: 5:1!1 tin'%' ?�.ei SbaL a Z_ -c ;a: Saari be '_'S__ on unv•ar7_z[-! . _:u_-,inuT7 1 0._._. I _ _ _ l C.VO .a- _-s:, ncv/. p•Crt'.on 'ail -- a!!C`% _v T2C rccrc Cn!V' `.vide. __? clip n-orrion shall v? die formed S.AE .'J_ carbon $-rine siee. an_1 heal trza 2,4 to Roc :=n?'S iCr _._ "oo[ �1I e: CBCs. :.!1 Ci '--'Q Sz?�_ — _ _ - OC. c:in :_eve are ; oc Sea: l °_mzl c't cs :ball be a -:a -cue` :o 'liinsCoa-o Lo 1, po!-ior_ :nail a II-,orcca-_ ._ -o- S es' -_nce T-ese 7CCn 0: LIZ �.is 7 or at_,p segoe Dih.ri bi' i _ �-a=: sLa!1 bedie fol-nzd 1 r l� Wiz^ . . ;:_. .,_. Ce._-'_ri!_.-'C SC._`.YJ fo. at -a'_ _�C �. �i1c�:Gli c!1 -''S .. _vctiiSlGL: �.aTa:,liitr' of '72 _'!v a s s a 7-p!., s :ail be _-:f_'. ;ail be cuton steel No. := x 1 -ii•=:' he„ -h-2a•_ Cad-im;urn or zi. The as:_.-..rs _'_ __oiicabla v._.-. _. el CIMS —i�L SZr:es) Gf L`le L Sea� Panni cl "!1 _ iilalZ. „s i�a0❑ ;Vi t - - ' oL a two :.=n, asse.^.lbiv. iii cli"p Dor::on snail be 7; -:in 125, =: ess' _o io and !nc!uf ;c = mr _ __ Ina S" or _-1/v (Lr vr L1 e:ma1 bioC:usC) in he:� iom__. _. -ci -i'P -eWS tOr a aC1 P_ '_;wa sion cu, _,a - c - _S1i _ jr. W1CtI the c"D Coition silal! :e Cie Io=me'-i =om -'' jQ;Sts-':a_'• e C•en _:--. No. 1 _ ., i _" �_gg= aluT uIll CoaFe� Si??l. The e base $ ail be or :`o. ._ ...--•- e'.c :::ex -:;ear- _ad" _uui or z nc _ - = `'Jr`'i&❑ iGi� i3 ca_re Zn:: :Gcied l„r-3lVa:IiZ21i .._... - C. _ne msze els are avc•L'cabie or Ise .Vit.. - -- ^r3 ci I -aa3,ion C navili'C or Lne, -:in scall Gd 1-11, _Ce'�Ia s laPka. rnsul2.70n ';,'IT_” ti11C:v ?SS' " i0 adh Panel clips (1AFPC 5_-:ies) ICr 'vma-zard asf.;q_ vane) 6.3.6. shall be a nominal 1" in in wiu"h. TLe clip snail me z..Drmj-- O'k-- 6.2._. 7"-c-coac,-d o zag- (2alvanized) Ezml. 6 .2 f Panel c 1, i p s (S 3 P C) to r I -, S t a 7., d in 2 s a -,n _6b pane; sha Oe a two oart assembly. The c"ic porion is dile fo mn e,' .0 t mc:< aiummum. coated Tile 'casl= shal.1 v2 di Formed galvanized ma -.z, -%', = d X : LL s" lhigi- and 6° on:-, _h. a y l irt5lon cap a bid ity ic, f' rh -. ciip s i-1 a! I be 2 6.3. (— T 0-SICRE.-S A -N. -D SEAF -ANTS o,� z!je r�cf and wail nnels sl -ail" c;oS2'4 cei, nom- kirg'. larnmaz_d .-Zva; �lnd mike wl-'2:1 r2q11lr_ Cauik: .,_end downsp - �.a.L, srak i -.1 ou.. j ; o . . e tjaS:�__q !aoS, rl'ds' 2 doors, windows, and louvers shall be sea!ed with whit., or 'bronze pigmented pol,ozer—hane caulkl, Bos-,; k Chem-Catk-915, Sia. Sika-F'ex 201 or approved equal. It shaii meet or exc2e.4 r2ciuiremems oi Federal spec:-fllcaiion Type "Class A. GII-TTER. IFL-A-SHING A2'iD D0VVNSP0T_7- G. Gum-rs and All Sun.(iard vz271-or sur72rS CT a -a mz!d) or ' 7_i) aiuminmum-zipc aflov­_cateUj' stz"ti viol 7 . a Dr, -: Or EumisbedS I i ate. Stan-ardail rt nasriin� is 26 gag,2 G 90 zinc -coat. -d G �2-_.ivanize.-_) or :!Z'O �Iuminum-z;nc ai-lov- Coa7edi steel ."vith. a c a Ln' ad Ln 7Vn::, or Burnisi-e-d a GI c-_. Q'ar 1:1 a- -; `-2-m -- 5 . _.' - _- - D'o "v -n S -"C.: 1 r: _60 31-c.o-f Pme; _.t '-;vnn mi=ed mem! _sur_-'. —1—, Or a; 7Z 'LaSe 0( Z z u, I a :-n Z� r 7zz q�S7',C ec'_ail. ad -'n. -Sion zo Cl-tM! 'ce non - o ri T ',—.,!2r Or -60' ima- r;ai c:nN paS: -Lc";;rp_=znc_z _Qque,_:f:cac.:j T7.r-. Z.E znd: cl.—. Sea... is .-'"-menicari 3Z-u'k_-..-s Cpm77,-mv4z � 'andir.2 Seam-Scal-31 RLx i _zi-ail nzve fac-on, Or COT pCsit:O:: 5]ar`l - 0 3 aoiidE !Cv vv -; car. S c! 7a:i,,­_ mi-alIf be F or sumacs the r -:!c u -,'M eil u 0-7 _7 C ve CO-1--ar.-rs aricl SmndL enr _71 a-. Loc -'=-am Roof �dnalnps -G22s -.7z--Gz pc�m' non - I C. ar, C, lac�!,. CompoSidon Sha a i 1 le Ile r a s a: I Me?' or SU^as' "rile e f7c a 6,D-, 36A. Type 71, Class r. -7 7 1 S-TRUCTIUR-LL 12AINTIT"t'j 7 .- .i C-2an'12 C.7 7-2. Zc OX—G2 07-1 -czis acuw 7 s a no aim 02-611). _`ie a 71rii s ni coat C3,mca-LiOil or'!%' Tcr -o-.Coati; solve.._ 2-- i fli e _'4 a _p< v C; .'o L an i Mo. -d " C 2[ :3zl-rz Nov E .1\12- P_ R i 9 9 7 .�', ` 1 "-: c L, n o; -' - fo r. r, t,4 5 � c o n -; ary_c::.- --: ._.. -ril I I � Li !-�.mma mav us-= pre-:"U�L�_c cot, --ock wh: nA_±[' 7-:)r a shot Coat Ci r:. 7horOU2'IV ci-nned and ii12n with :-_-n :­10571-1a:e SOILIZIor, 'o eqriancz pal_[ 1Q4Ue7-e-,CZ '--_-Or2 C3ii 1:5 Coated With rez, 0% i cid Dolvest-,- paint. The dry I cl n 2 s --, o h2 n' a ii: I , s � a e 0 'El e C 0 a 7 j n 2 r n - - or the De7fr'Tma:-'c2 %_-'L;'- 14-AST daces and is -It -0 Soec'f':cn_d'.on TT-P_536D1. 7ne Zca:: -2 not a i s h c.caz and is cimoat-.`ciOnly zor IGC' coaiunmz °jk coc coat Coll ,::!.u? Sections ._,1st be wash OPS SO eZ ,oat mus-, _ne us -,d D,T.r!! -a lor. Coa7 --a11 ;._._. .,orasiorts cailsed by G3ndi1l?:_-�er pa-intinz ale to ae weatheraailiN 'tid r2sis 3:lc2 to Coating de?' Oracicil expected. Primer s ,?J be rsr'l." touch np these scall be wide it wG;• �to ter- foHowinz test_• areas av tie conSacior performing ?Ouch-uo Or II81'o r naIml m. 2 as : died inthe canTract docurnenIZ. TEST TEST METHOD PERF0RN'LAN CE "._. LONG LIFE CGATED P — ELS Specular Gioss r.ST_vf D 5_; Low Gies, �-10 at -._.:. Da_e Nfeta shail be s., or 21 cage C 90 z e -.c _Dated _ oC desrzes (_alvanized) or .a.LO al!>luit-Iuut-zinc a!l0v-coated Seel. >✓t; i ill F zT•a .ess ST.vf Do = r -' = iriu„1 = i1'?1 . - 4dheslon AST'Yf D __f9 _XceLent/No a_r'O'iai DireC: fm^aC:='__i7M U =EXre1 . - -N 0 Removal �, me t?. TL2 aC2 :call as pretreated and :len pri zd Reverse L-npact -:ST�i r _?94 cxcelie:�vT<c Removal e0oxv or uet;ane ry^e .cririzr for suT)erier floras on ?esistzsce ?Siff D 953 Exceeds 5: liters ao ;esion and Smpancr r2si-stiaGCe to coricsiou. The Or � - y i c'-: S^ . ^0 r Che;nic_ Rz_ ancz ;4 _ tl'I D 1_v3 lle :ut•io Re^c',•�! _ -._m :;aic ness snail ce 0.2 mi. s. __•. �o Salt SOrav ASTM E _ 1 i P-ss:s 1000 hours Resistance ._.:. Ex__, for Coat: .='.-_. _r ri :rs tha _xte. s ;l ' e _. - yr iioe 1 0_ Hurnidiry Rasisiancz AST�if D :21-'' Pas } :ou. SeS O0C rS _ _. :00 to = ven _ Lor-_ I___., oat uQ ,i -:ed in excess or =E 2 COior �e:z ?len _`_STiM D __^.'! Nt is - 0 oat ie::aD. cm­ciled dr :Lim _.ic m—c-ss of 0.. to 0.s mils.=xceile^: c',- an ?�. _ax `T Dei.:a _- ^-, _rev... 'ti2,._ .. _ l!'I'. ?.'0 iance so ccari^ C -?r n .ail (y�r�r' -i , nRu t:er j L., or oe eY'I A'^_ ?0 u : i0!10wu 2 u. an,7e 5 9 ?�a 0c hale 1��3 •_• ._.'�. 00 _ _Ie:S `;vic`i ..__ P7arniUM 0 P1'1S =`•�_-- - �in_J ” _ "= '1 .-- -- - nae _eS Ca a =iI,=,.L'II „_.__ ivOJ SiCDe t0 ^.t'aa• for ..__; -_� S= ar'.' a) de_ ,Yariz—,i, Li o.- `i,ic7; --' S,^_2ii :' 'e 2 •'te =i _ .arc'nIn1,.-C!veSt2. TGD coat J ck-c7 an � : r ��_:._. over e-c�: _ ar - - + ZT ;n- L ..._. _ .._.... . -vl U J-...-.._, a of XaZei :Mse ?C'_l^.e.. . __ ,. ii�it r^.-;_ 2SS GT _ . : __=fl_. re:L r - IZi...nt ."t,ri-NI -�l.I (^O 7r -_D ]:LN;' ..-. .. . Lim ti_z ZZ =S -:.f D ==°?-�sses_ivCC:OLr_ - _ t Spray B . - Passes -:u hours ".-... a Nfeml shall or _, c-7- G cn zinc -_gate `•*-., t "?';G_ _ _- _:._._/f L _. __seg. tic-..^cv3i .'_.__- C.ca?: _-- -ase nnemi _laii ore.-eatec .2'i Yi;;, ar ac0r0'.ed _po:<,: ure:` ane, or %vate- -.-.-. -. - ci = lrsc.: ii.� ,..,._r 0r =�-Sh Si, �a, z a c3rch:-ler.. dr✓_ rt iciness :i `t_ 0r1 -I. -s sctaii : _ .- _ciyeet_.:op Zcat OVe. an _-,Oa.:, or re h�-e of mer. T-_„ mi^.;m= _ /71_ iCr .ss - all be 0...._.ils. t.`!._. _.. a'ior"-,i__' _-I �= e ".: iiCr SiG� c L__. G= - n r -• :_t�:lijl�t`� 0 FL, S C0A TED tI T ?iY'en 3 i r1S;: C 2: Oi a 7i� 0 1?l1rLi1'1u u i�l^ai ?00` J' i �VDr) FOru lati0n, he Ct iri ^ac 4 t^.� hm tu_ "'Mess O t_:e c_ Oi - ' Q== 90 I C -coat_ :-0di Sn311 be i .t0 i^i!S tM nlitTt. Tl: tOtc ! or % u't. ? ill L ^ Or �� .J aI'.i.. '! sL-�%C e!!O: -_CaieQ ,,.,._.. C.` cc _yt• be t n `-_ `52__ __ :i v _.-> mih rnipimum. :Ceae:ii wea?ileraomI / aric r?siizanc3 to c03?Lri4 uete c—r:?Ion- Sall -._.?. C:at: The a�z stall be ae e',••iuen, when subject t0 T%e Toll0YY'iIi? teSi __._ _._moi p-ene2T arz ,`::❑ _ `it' e'1 :V iT^ aG aCpro,. ". oox�/; ureth" or iv2?e. J252 t'i. �llc.i=.BSS OT_ _'2 _-__•� _�a!i .., .Artr...:_lion _iQe Sic!1 __ Zi've- a FL'iSn Coac or 0% minii: i -'VDF) i0:=u!at oi:. TGA J tl " "'i_;•`Y e$S OT file to,:) 7 Coai SiL^il a? .cO r:LL_ 7 Siumurn, 1 e TOTS; dr ✓ j - i it'i thickness 3na11 be _.0 :rLI!S t •�-r.'t--t C iia••. NNO D,i'B=R 199" TrS i TEST h'IETHOD .!nit is a• i,e. T -ev �e 0.1 sa�ll ,lrnished. with a �%o N1.kNCEn$ula:ed = •PoiYu ethane :he molal bal,<2i. SGecular Gloss ASTb4 D 523 �/t2�,'m &,,ss, aL 60 degrees S•'--• PER-S0N-1 dE L DOORS Dry Fi rn Lard* e$s ASTM D 3:63 F Inini,muu, !im ^. d2C!On =STNI D ;;=� 'Xc2:le ; ✓LQ Rerncvai 8,7 Standard Dire cT Ircaci ASTivI D 37>==xce'.le Remo';ai _ -'ersoy,el doors shad ^' .�,� ,� X11 sh�._ be : -v 7'-„ and i u'i`io Revels., Lmpact A _794 o S Yi D ._.Ce:l nL��iC K.Zti'_UVT1: 1=lanuiac ured frou,. _0 g -a= --_-zilc-coaied (galvanized) � t . Abra$icn Ressiance :A.'ST A D 963=xc__cis 100 liTe:s �- ;,eel. :oon sail have a to ; ured iZriish and shall be •-,4 . 7 _ _ ..'12.i!!Ca! , 2$!S.anC2 AS1�1 D 1_OS -+^'' �- �..� :i2nv,10 cealcval D'cL: 2d ti`Glte. DOQrS Si1a!1 m22i ' 2 -ra soeciI C f n r• 0_. l 1 a.1.00 J Salt _pry Resistar_c_ 3T�AB I l� Dqsses hol'.4-s -Ra-D-575-6 5-6 and COMMercial c fo _ «n arils C�-_�_-6 arl_ 1000 umid:cv F_2siszar.,_ AST�'1 D =�-' �rS,Z= r• :0„ -66. moon shall be one oi'The I !0110,x n2: y r hQLr$ Ccior Re._niier_ --_STvt D 0 ouleCiena�l: ��"^ � °_. S� --a t , comb core) or� SLT-20-a rnone.b = __ai C'_ ans2. 'v -a:'. 1 Deaa 3. C2Co Orne?a =0 (hcnev comb core) or ec.:ai ', _ _ C. aCQ Versa _0 (urezilane foam core'! un -"Ls ( unr a:) Cc1cr or ecuai Cha -,.e i 559 N- 1. Doer_ sLail 1aV2 sonar„ edges iQr r,or.-ha-:d - -:STtii 0 Oc?je Cna ie Lm-,aiiaticr,. c L a7'_ _. %EZ- 1: =cu _. DCo. :hail be :;us ,;,;•, and _ ;2.cca1 !_.i tact = , on cia .._ _P end lee:: ed?=$. -GVloec- it l':or and J-orz.o x_001 _:1:._ '.t''�1 .1_., -_ fi!1.�"� -�I�YI :LL`S`::e .:1!�$: t a :'•lt- :i:^'i - _.^3i -!a: _ _ sie2.I _._... 2i: col we;a2d -O0i _!C'?_ to --_.:r; :or bia:_.,al `r „rr.- _00r. Ocrs '.i" and 2 -rlaii be- __.. -... -�= - -Y ✓r -.. s_;z:..:a':_ - __.. __. r- sc �d . ceezed '•v_.:._ cr2���:_ I r -.- :c•..2;: cc::_ _ca: Or :•a_ic., . ,. ;r _=O:C.,• _. _: ian2 ^C ^TS!e• =L!L:_ :�2 =_Ce .ar2s u OF the -, -, .;D07 _ $C^L'• a - •- _.._ rig,,; lir_.ria^,e COr= �. :)cc-, =1C_ x,:.2_!1- __...-_^, aLe'1 �` ••i Wil:____. -,,F L^2 foL,owir- U..... _._..._� .� '.bii100•:.� $ a:l v2 ::Qr:..J!),::. .ilk' Itn - :•�•! - �f� - �- ?/1 `J ,n - - _zi 2 :.r.t_ ., _ 0 x 3` ^" ='-�" x 0" ^ iamJ C: -Jin i7 l3 ;- •;. -, - - - .__0n_ Sc'an. ?a 2i `Y� alis. �-.d :• __�P , - _ _ �;-._�._'• ^ az oJ •• - _.-0�(�t)S2:!?S�_i1P._?13i,'.jO•'_CZ, 'L.Z!S112:. u;..:= ',vi:i1 ii1J" __e_nnnc:i_a.lf _eaie•1 �,i ai.-_, -v10ie _. iJCUr ?i:,0$ Sn,!1 -a C0L_•.;1__21, for Cn-r=_._ ,•a.re.C! na!I SCr2_... i1i,00tt'$ sha,! be Se!i-i�aS S?_..Cir ~Ulidr:g$ ,r. V'S 4 all l,P!c� s Care;-. T= - - "ver 11Le ":4."a'i2 ail conic , LQ :`,Si .,.;_�.i and $call be c : ii!ed by AlL,jl- ! TT .VfaLL�IC:C^u. .3.2`.Qc.arlon f VI a.'-i,.e 311111 .__Ve 1. Docr &aures shail be cr0vid2d o.i._. �iari-C _,'<_: ii'l•?CJtS'S S%ail be ',vail urils ;i ' and r_ re. sib .- �ti2 ^! =' mrn oor -a - '_••.. •, .,. _'-0" Iiavir,e dark 'Cronze Shall i, ave 11, 1 es pre-We;Qac CC i,ie i3r'e. a'urnL0u;r1 iain2S _ 3i-" ;� '" a_^C 1" 0l2" JrC'"_= X21!2 = S11aie 1 alass. cit _ _ Sc a0r - - 3•-•-. �i_Q?r= 1GC:GZCS T - _^ail .-,a', 0r '�1L_2 SIZIMeSS Si2.�,i $�r'1S�' •". ?�$ -� s,1a:l Q2 one .^o 0...._ I0110'1N!n_ Ile. s ail be no e:cpcsed scrZws on the Gluing Dead. 71e _• C8722 mortise icc':sec .o _ `e ser a^ S:3T Cne 1 uSce 2^Uai. _ --_._� on TGC :cr _n0 -7--,-3r ',,V: ___CJnZ :0 TSL._ a '• 1'✓`v _trt'1�_?A'i 60 :'liinCi_'_1i tvC',^Z �_-`- _ i :c31 and to .-^-''_Ole lc;— EL., �•'_OT t�'?"u`,OI L __ n3_, or ziass iii v2__. J - - 11 _.,ii d?V;c11 stall be one 0:.... _Gi!ObVu,c 71,00 SL/1Lle SCres,:.... C viC2 o•i.�. ii12 .':2-7,a. 3arriec �.i�irdcw's stall b2 her:__nLai slid, ,ir:iLs '.viii: _ ronze �.is Tr =v are avaiia�i2^� =' r" i J -• _ie _'LO �^:, d2 vice ..'iii a S� :i$i,. !yn :Jn n - ✓ :. - i) and 0' 0° Y _ -�" S:Z [ _. are SeiI lashiZz i0 Am2riC2-rl Fiuiid -:s_ Company's Longs -pan and Ar:,.iT =tai r avail ares. a ,1 f 1 3 ---- _. Door zhresn010 saaU b: 31LL*nLnli' sLlpp'lled wimpI13i he__ ad $,S, ScrevvS and e::D-wnsion shields i'Muir t0 masc^,-�/ iioor. o.�.l. S.-. PR --ySS= -POLED PERSON- ILL DOORS 3•31•-• _ a-sembled pe sone'_! door-, %vien McClfied shall F -e _ - 0" x 7-0" x 1-3;4" iaanu actured corn =0 2a2e zirlc- c0ated 1 °alvanizadi Slee( xit? StaIIC?r0 YY il!T=`nr nzo 'Tor. baked on or:rrled 1,nic' . Doors areLTSu12t�^ LOl�/ Lre ^i2n' 4.0. Core ;R :=!._ t. 3._._. Door cra-:ies shaft oe i6 _pap z::,c-coate /�a!vanized} See! .;'ifC1 ST2r1G£SG ;17r!lTe Or Bronze bakec OII T;r:.T:e„ %SLil. _--,d2r d IOC: cam, Snail :Je 011e OI T^' eoilOV; ^?' zat:—i iOCi. wiTh !ever h-&—ad!eS will be 0 - both S::e=, lSe`•'-L ti,00 Oil c..,.eriGr Sid: and tu: `v n,Lr :clic c'L01 O> rae-:Gr cid'. Gail ^Iir Or r.'.0 Gr_ G VERHI : D R 1' R NILN' G Ove-aead door suppor, f:ra n 12 snail be d_signed to res::: a-piicaWie wind loads and shall consist of channei veith a c'armel header at rile too of the opening, 06 5i�-e! coicr coordL2ted iash-L12 shall be provided i:• ccnc2ai cane! --d--es at rine oDetli z unless ot'`i ..-_ LL Cil: �•�. GRAVITY VENTILATORS 3.6.1. CraYirV ridge ventilators S^311 be rnanui-cjured :i0a ga!YauizeG' Steel and painted, White. ! ae v --:,I vt " Su1i1 be._'� c_ze and Lhe sk,L-t Shall be adiusia0ie t0 P.larc_ tue roof sice.e. Chain Operated damper will be tl'_rn:Li Vendlamrs s%all be eouimoed With Stan 2rC i7LrdSC-e'::S and r�ve:ed e^d caps. "ve.,,i!�Icrs La Ye a y" Jr 12 Throat. 3,6,_• _�" rr-.:_nd ;en -i' Or= S ail l•O 2'1 - and L'.':iLr 2 Or a : ,,ed Oa e ;OC.. GC -_ ae ALTE _,=i :.:rade i Gr �rrG'•.V _.! --�e5 3., r i- =10n or -Z) ;./ = --0 Or ... __l __bids are ..o -:----c Gj aiumLa,nl -'1 I;" - -� �: ._ •.}: itis - ;c - lli ark - _ ...c1. _...__ R. __�_Sn� .S � 'Lit3Cr:..,.._ 8ri_'✓S 1`i%� t ! !Dr\_GDOORS U.-... _•.L ��3 d ".'Cie L.1dcn2 uGG,_ _.teL �_aa 11 __ :- 1Y ice._ C., iT Or 161 hi ', as =ncec45ed. ;ail he designed to ', i-Wsl ld a'piica ie Wi log ;. v.-._. D0075 'iii! be -OiIc7 �_!ide, lock _ngie5 fcr _iQe CiOs :re, QOu 70 rO=eCOD OF -:c-ors %vi W02i11e'. IOIi ' Ji,e�. a`,S, and _a!1'ari.=e'.1 7?.C:i. Doors SG2:l '-e SLDuO::eC :torp_ a su"1crural hamper by 3iS11 �OltS On -L� �= -- •.L- , .�" ,. Doer -^refs si— 1 ue T Gn. S.Oan Fane, azd the CC Sn3!1 b-- i�.9L'eC:]Y8 i:.`rtlt . =acu door leaI'5:,2!1 0 tO;fi Fleet IIJlle': S. in -e ' snail be _. cu Lr ]i e,_r and .21I be :orned so -n � =n-ge si_:i ch_:._as d ea7. Wr:e_:S s':- a; 2Y� :cage_. -=- toile. __ar gs _ s`.ed `:vita• i,onv Iasi-. inapt Ca%:_. ! Cl.'v S : c•e at r . r tt aCp1 ed 0} _.eNa. Onai Manut2cairLoa CCm_8nv (No. il1_OT) or 8.3 LC o -n qa g' zinc _ro a:_ _ and. sI11`'L Setf-T2: _ _.d _..:-__si:i _ 7-1e;i shat! be ecuinDed ',vi:.h - - - - r `iia Gb;' _ „,-i, J _�l 1— 3.8... :ROOT n":eiS S—Il Jbe U Siuce l 47 Ue?-_ re:lLrOrCe^ Janels ma_^_2 m m2 same --,Lza.i a' -- i'ieT,'.:i _. . sr:2ll _e with 3 _ �`OG`e� Ge'- 2SS L:Oril r� n ._ ....moi in additio- z_ ii'n'GL"1. �?.'Ti n': T Or C::T 2!aSS ribers for S rUC =-i T.- . snap1eeC Cr exceed a- L'c30i" -2- '1:ie�elt3 OI <.`. (MD 2 S 1-0 -vne i and �---arC,�, R'=0r: No. !'L12. 'N la:e':al We "sL shm I r:.: .as than 3 oupCa per square toot. '�'Ci '�i�i�•='1 ICC" Nj1:_rt5 suoiec: ro a 100 noun d v;iin�:cal We.i?at `.viTh 2 d - _Tmer....=6 s0ua:e Lrc,_es,i dreppe' fCo-, a__-::zh OI �_.,: tarp Oi tT,ate^a! snail be rt0 L: i T1Ln '•v Gen ieSied under :•=.S 1,YI D 63 Coeilcien t JI .-_- _,a_rzmnsLion (Z'--ac-ors) shall a P.o L7Far.:. th_= U.3 .....t.l-r i?'1'JC. .- ,. degree F. AV2!1aG!C 1L'sLlcte0 s1f'i(i•--,r; Snaii have a Jinni ta-.i:i?li i:'i? foal Sandwiched a s .-ard Weicit e.,,„ r!Or oa_rel "r1C a 4 O Lnce ❑Om n'_': oane:. S1'y1!r',T Ca_. -is S%ail be equivaiea: io S tRn\. -G iGP7 D?Teis a5 Inanu—mr- Lined by __sco ir ri u51 'c SS 0, e�Liat. E\GL'VTERL'IG PT,�PERTIES (STRO1N GLIGr-= ;tlt) 0 PROP ERT,Y TEST ME—L dOD V. -kI,IE Shear SsezLnh ASTM D 732 i 1;000 si n Beari":v C._e, t, n� ASP. ri D 953 A 1^,100r, si T=='-_iie 5 Z, en z,.., .-kST.,M D 63819,000 psi 1, 8.'. 44 ail sideiiria paP_a;s Shail be 7- ansiuce^•t abet__i, s F7atneiE rna,de L-1 ,he :ame configuration as the wail _ane7s. r7e i Shah _ger or exceed aeeiicable .0uir-zm.-nLS of :? S—' D S ' . JQ T.e I. and ICDO -",,-se Report No. 1'' 1 v �Jarerlal We;Qh? Snail not be less than 6 ollnCeS per Sgtare toot. 9.0 LN-UL:�TIO'i 3.9.!. iber_c'ass ^aiket LRSuiat0h Snail h -ay.'. c IIi';_":L'i: dPnS:- f rand 1 O .�� -ai be a`latluGi_ n _:' �", �' 2nd -.i­\---S!- (Ott;e. roof insuiation SyS._ nS a^e availacia : xc L=• eS•) 'Yfa}: u' n at)DIiC r1Cl =c a -z as ,]iIOws: 3.9•=• Rigid =r Therm B! f t r t Bloc!- s..ait be ct_, from ; -ch density' r,- oivstvrene board Stock, having a LJL " Flame sprea� : o. TherPaI Blocks shall have a - minimum Chica-,ess of 3/4 inch and shall be a mir_ �* jLrt of 3 inches in Width. The:mal Block .material shall b, Dow S"Ofoar; (B!ue Board.) or equai. v 5.9.^. roii-faced rigid insulation (T herinax D) has a ?iass re IlIOCCed , YlsOc`.'anumte foam Core. The ioarr, CC --- has a unlIo:in, clOsed-Cell SUPuCtUI'' Which is i eSi;iartt i0 the flow of heat. Aluminum foil facers laminated to eac^ side of the product provide an effective moisture ba -ie:. R�eld .nsuiarion products are available in titic�ileES'Or 1/2' to 3". id insulation S :ail -' be iheilla:C bV or approved equal. 3.10. ROOF CUR3S °u. _':O. i. roof cu,U s^all be manus_ ea tTJ,T, n lni ? L'ti Pg a lunl_n'ur0-zlnc( Stee l. ' at _ _ Curbs scall . _._ 2C iht„--al Ci:C:Cet tipu :Vat., dive.:';_.. 8.1I. P; ,Dt F T :: Ci_T1 Ni l_ v• - i • - • i_ iia47 ? Si aiI be Oi a GP.e C _.-- abricar=.. t=om ail >✓zDtil:ie„ terra _ _-._ sliaa hate ^-. e!uninu:_, base that cart be ie.c re .ia -mm-uS shall 1e - ,-.nurmng on any CCoi sioC'.. ^dice .e:ra.'.�._. - Si;ail be :Q t0-_�V'i. \' T_tre_ Sira.arn tiaSIlin° Si..eS -'vt% . _ Ciiale,er. 1PSulariGP_ [•acirm Snal] be rat � _ L.�Lo.... on one, .iQe v-'ltn one 0, the fac'.,_S as shown lIl C,,^tar 'Oe:OW, O&;� r than :hOse Shown li? t .., C. a, : ;o`N aro U avalla'Cle 'umon feq:ieE,. FACL GS Over 7L'ri_ '.Vit? Or Wlrhou? 1 _'d :Gam t1h b10C:< Over p r;L^, ;/i:b Or wi-_;n_; COLOR I,-,'Loaln v =. _- '-;aiv10C Ove- - - -'Ii, '1: sir �u _ . _.:. lal : :,VeeA ru:.:Lns _-Imz Soan �`,;ai; -' Ove 71~t TT Val1 6" over `;rt 3.9•=• Rigid =r Therm B! f t r t Bloc!- s..ait be ct_, from ; -ch density' r,- oivstvrene board Stock, having a LJL " Flame sprea� : o. TherPaI Blocks shall have a - minimum Chica-,ess of 3/4 inch and shall be a mir_ �* jLrt of 3 inches in Width. The:mal Block .material shall b, Dow S"Ofoar; (B!ue Board.) or equai. v 5.9.^. roii-faced rigid insulation (T herinax D) has a ?iass re IlIOCCed , YlsOc`.'anumte foam Core. The ioarr, CC --- has a unlIo:in, clOsed-Cell SUPuCtUI'' Which is i eSi;iartt i0 the flow of heat. Aluminum foil facers laminated to eac^ side of the product provide an effective moisture ba -ie:. R�eld .nsuiarion products are available in titic�ileES'Or 1/2' to 3". id insulation S :ail -' be iheilla:C bV or approved equal. 3.10. ROOF CUR3S °u. _':O. i. roof cu,U s^all be manus_ ea tTJ,T, n lni ? L'ti Pg a lunl_n'ur0-zlnc( Stee l. ' at _ _ Curbs scall . _._ 2C iht„--al Ci:C:Cet tipu :Vat., dive.:';_.. 8.1I. P; ,Dt F T :: Ci_T1 Ni l_ v• - i • - • i_ iia47 ? Si aiI be Oi a GP.e C _.-- abricar=.. t=om ail >✓zDtil:ie„ terra _ _-._ sliaa hate ^-. e!uninu:_, base that cart be ie.c re .ia -mm-uS shall 1e - ,-.nurmng on any CCoi sioC'.. ^dice .e:ra.'.�._. - Si;ail be :Q t0-_�V'i. \' T_tre_ Sira.arn tiaSIlin° Si..eS -'vt% . _ Ciiale,er. 1PSulariGP_ [•acirm Snal] be rat � _ L.�Lo.... on one, .iQe v-'ltn one 0, the fac'.,_S as shown lIl C,,^tar 'Oe:OW, O&;� r than :hOse Shown li? t .., C. a, : ;o`N aro U avalla'Cle 'umon feq:ieE,. FACL GS '�!I .c.:':'_inat_.-. Or cOm-PoSi,e :aurne St ea r ds are _ . the °•vhite %Lnvl ii SJr_2d .a, L; :S Only aVailabie baE=d on com^csl' Ce st:n q. i HOVE ,[B � ! cc- RE .TION ry.0 T T ` T^�' i:ie _...:Ori of the fieral Ou ! and tem C`i=o lP_S,ailaL1C:< ,. accessories shall be peliormed n accordance wins ,�n.z A-meric:.rt Buildir.Qs CGmpauy`s ,._.,ion manuals a C::.._ _llld7lc LreCron Qrd,vLZaS the ereCiOn Scai! - 0e:-icr>nec by a quaiitied erector llSiFIQ DrOCer tools ;`- eGul�mea. In addirion, e, eCnon OraCrlces 5 -hail COP_ J to Secticn 6, Coln -MO„ indUS ✓ P7ac,1ces _ound in "LOW ftti;e Builgina JVSte7,S Manua!,', tilBti'Lk 1996. -- ?ne e s;,ail be no ie:d TtOCi:c iOrz i0 DrL*iar! SuaC ;r_I members e\cemt as authorized and specl `ed bV "iilin.''E ILEI T`Y DLT L IC, ERE CTIO N C a BF OVA- -E-ty?II iSTzEr,! WH17E COLOR VLNZ'L-�R -iQ p_F Fl lag Spread '� I0` 10” Q* ?erm Ra,ir.:? 02 n2 Qo -�Q" '�!I .c.:':'_inat_.-. Or cOm-PoSi,e :aurne St ea r ds are _ . the °•vhite %Lnvl ii SJr_2d .a, L; :S Only aVailabie baE=d on com^csl' Ce st:n q. i HOVE ,[B � ! cc- RE .TION ry.0 T T ` T^�' i:ie _...:Ori of the fieral Ou ! and tem C`i=o lP_S,ailaL1C:< ,. accessories shall be peliormed n accordance wins ,�n.z A-meric:.rt Buildir.Qs CGmpauy`s ,._.,ion manuals a C::.._ _llld7lc LreCron Qrd,vLZaS the ereCiOn Scai! - 0e:-icr>nec by a quaiitied erector llSiFIQ DrOCer tools ;`- eGul�mea. In addirion, e, eCnon OraCrlces 5 -hail COP_ J to Secticn 6, Coln -MO„ indUS ✓ P7ac,1ces _ound in "LOW ftti;e Builgina JVSte7,S Manua!,', tilBti'Lk 1996. -- ?ne e s;,ail be no ie:d TtOCi:c iOrz i0 DrL*iar! SuaC ;r_I members e\cemt as authorized and specl `ed bV "iilin.''E ILEI T`Y DLT L IC, ERE CTIO N C a BF OVA- -E-ty?II iSTzEr,! 10. BliILDL�,TG CNOR;'' Tom. � ��1'7 FOUNDATION' The building anchor bolts shall resist the r:aximum column reactions resulting from the speciLed combinations of loadings. The qua -Cities and diameters sha!1 besnecined by Arnerican Buii&ngs Comoanv. A c or .oit embedment designs and the anchor bolts are to be supplied by others, NOT Am!^can Buildings Company. Anchor boit embedmenr and fo,—,ndarions snail be adequately designed by a qualir:.d foundation e:,zlnee" to Su000rt the buiiQLn!z reactions and other loafs w ch may be unposed by the buiidL-sz use. The desigrl s all be based on the suecific soil condi ons of the build;n2 site. Tae inundation enz�lneer shall be by other than .4— erican Buildings Company. American Buiid-_s Comaany assumesno respensiciiity of the Oi tilt foundaClon. W _fir:_, k, Tip S .° v_--icz : 3uiidi.n_s Company offf..r_ a o '`-•.-...._ Drcane! COat'-. ?�, cwrcnaseh oroauC , and TanLraC iiTe ^aa..a.=. 'Or=Leculc Warranty' detail- .OSu re..., 7.0 .eriCan BL'i(Ci;gs Company ' a:- ani , a 0' uL M u_ COII:cC. e:1C2n Building-- Cornpa-nv at -3'.-5$7-20-31 i`t0``ENIM.ER 1997