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040-400-084
f c MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift COMMERCIAL. �l 040-40-0-084' 00-147 f VACCARO SEED OF CALIFORNIA i 446 SOUT 4GATE COURT, CIRCO CONTR: TOM NIX ADDITION TO EX OFFICE BLDG. l q3 897 q2 ? 23 � .a y . r V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date UNDE OOR Plans OK except #'s I. g -Setbacks- Ease men is- Flood -Slope -Soil Report VA., Main; Soils-Ufer Ground.-Ftg. Depth 3 old Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Ste walls, Main; Steel -Bloc kouts-Wrapped 6. mf. Steel -Grade -Placement . Slab; Steel -Wrapped -Wire Mesh 8! iers-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts oe DateCard B-1 Date Card B-1 Date �J,`t Card B-1 ,ol Date Card B-1 Date v LUMBING (Permit) OK except #'s Htr.; Vent -Access -Combustion Air -Baffle er t & Anchor -Nail Protection D.W.V., Test- ittings & Anchor -Nail -ro tion iiia.-6inkS- loor-Grease Trap n icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date lV Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 21'34ture & Transformer Clearance -Ins. Protection 2 i gle Phase -Three Phase -Equip. Bond 2 i Boxes & No. of Conductors -Stapled 25. R mex Installed Close to Edge of Studs & C.J. 2 Equip. Ground made up w/Mech. Fastners-Bond Gas & Water lung -90° -Protected -Color Coded ubfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga. Cu or Al re esistive-Fixture-Conduit-G.F.I.-Susp. Ceiling Service -Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. -32-FWd Wall Penetrations Dat d Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A'. d. Ducts Insulation & Support 3 Vent Fan; Exhaust above insulation _ 3 lCondensate Drain & Overflow; Size & 36. urnance-Vent; Access -Co ir-Return Air Vent -115 outlet ,3.Y. Attic Access & Platform if Furnance in Attic 38. H.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 4e!SiJs. Proper Material & Anchors -Hold Downs nd 12%.oSea ing Walls over Girders & Floor Nailing 4301braft Stop in Walls (rat proof) 4 ire Stops; Furred Ceilings -Stairs -Chases 45. Hers & Beam -Size &'Bearing -Support Fix. Date ' F %c(u1ING (Continued) 46. a gers-Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice Fi rewa1l-Doo rs-Area-Occ p. -Prop. ,49. -'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. -Glu -Lam cert. -Placement -Support U-15i6el Buildings-Purlin-Girders roperty Line Firewall & Openings 53.�fct. Doors -Handicap Access Sir • Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56mg-Nailing Veneer o esh-Drip Screed -Fd. Vents-Underflr. Access 58 __ing Area -Glass Protection -Skylights -Plastic -Fire Port. /59Ahear,Walls -Plywood-Nailinq-Conn to Roof vV 61. Infiltration -Walls -Windows Corridors -Openings -Fire Protection -Framing Date /'b Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA s) OK except #'s Steps -Door.& Sidelight Protection -Landings xi Number -Placement irnace; Vents -Clearance -Comb. Air -Connector - In Garaae: Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67.rFus nded Ceiling-Seismic-Wires-Elec-Light & Mech. lec.srr6& Subpanel; Breaker Sizes & Labels 9. & Rails RY"Hand Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Ab Floor-Mech. Protection 744ilb., 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 CI ance Looked under Floor 0 Yes Stucco; Brown -Finish 78. A.C.,Unit; Disconnect, Electrical, Plumbing 7 ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - 80. W Well;. Disconnect. Electrical, Plumbing E for Elec. Trim; G.F.I. Receptacle -Underground 821"Of!,Site-Parking-Handicap G Protection Mr -Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date 7_L __(/1 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) 06/26/01 07:09 SACRAMENTO INSULATION 4 3456178 N0.455 1?01 CERTIFICATION OF INSULATION,' ADDRESS OR TAACT SACRAMENTO INSULATION CONTRACTORS LJ1cxy-) ' ► � 1 (/� ��o(a� vSad-Q (,�.t`{�//�"a+c7J►'3326 ` �+ LOT r o P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. X202026 I��If 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 P.O. BOX 9651, FRESNO. CA 93793.9651 LIC. 0202026 P.O. BOX 1631. RENO. NV 89505 LIC. #10675 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC• #t0675 DATEi SOLA ION COMPLETED I SQUARE FEETI I SOUARE FEET) I ( SOUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATEiiIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FARM BATTS FORM BATTS b BLOW FORM BATTS MANUFACTURER'S PRODUCT 10 MANUFACTURER'S PPOOUCT I O MANUFACTURER'S PRODUCT i.D MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED. APPLIED THICKNESS R • VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SOUR EFOOT R - VALUE INSTALLED APPLIED THICKNESS 16, KNEE WALLS IF A -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER INR GRACE THIS IS TO CER FY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. 51GNA u - ION CO TRAC LA TITLE MANAGER DATE C n1 SIGNATU9E-GEN L CONTRACTOR TITLE DATE REMARKS SIC -303 BUILDER COPY .. - 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 .1 4 70, OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above add ess and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation,' please c ntact this office immediately. Cove OIz a-'sG%rLi v'' t / C S ol- r5lu-. .Y< z; R: y{T ': �'t'wl�T i f��Ft,._,�3L'fy._.�„�.,t„��,�,e. �i �.+,�� �...T J:r. "•+C�I' ', r�",,,xtti, J^. " -'y��"" '�r-.^... ..�-._.7it�:.'•y !i'b.^�r+�:iry,..,:-t.�Ya_M1'�f� i C jl COUNTY OF BUTTE;, i BUILDING DIVISION)?. A DEPARTMENT OF DEVELOPMENT SERVICES c 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L.r•�f2 . OWNER, PERMIT NO. -�a V •'7 A routine inspection indicates that the following violations of butte county Ordinances exist at the '' s above addres and should be corrected. Please notice this office when correction of,work is completed. X you have any questions pertaining to this matter,,or need additional explanation, pleaseco act this office immediately. 1 - ` r Date` �l Inspector REV, 10/92 1�r C jl i A _ c ` r Date` �l Inspector REV, 10/92 1�r C jl i V i _ c COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT (Rev. 12/96) . APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-400-084 ZONING M2 BUILDING PERMIT OWNER VACCARO SEED OF CALIF- TELEPHONE 893-471a SQ. FT. OCC. BUILDING VALUATION 1092 P57 62,244, .OWNERS MAILING ADDRESS 446 2011THGATE (;T., CHICO, CA 95922 CONTRACTOR'S NAME .- TELEPHONE TOM N 345-617R CONT EX -IX CONTRACTORS MAIUNG ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 61-116, ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $477.50 ARCHITE I NG ADDRESS LINDO AVE' CHICO Plan CheckingFee $1110-118 BUILDING ss ' Energy Plan Checking Fee $ 46.00 $ 446 SOUTHGATE COURT, CHICO PERMIT FEE S LAT NO. �_ SUBDNISIONS NAME ti PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other OFFICE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping Water 15.0 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition j X Remodel ❑ Udlides ❑ Installation ❑ Other ❑ Describe Work: AT)DTTTnN TO F.XTSTTNG DEETCR RTTTLT)TNG Gas piping system 1 - 5 outlets 15.00 .00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 ]� PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i 1 f0 ce and effect. License Class I Lic. No. 2j �' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING Occup. OR ADDNS. & ACC. BLAS. so 3.50 Fr. R Oma, IDT' muLTI.OLRLET 5 97.50 37.50 EL APPARATUS BSINGIE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES @'.50 BAL. @ .50 Ex. Occup. OUTLEEDTSA(RRo .OR) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 114 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation 4 50 ' PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 fg#&vxith comply ose provisions. // XCW�Date b Signature of Applicant - EJ 0tvner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height., Mobile Home Installation Fee s ' Energy Inspection Fee $ occ B CONST. TYPE VN TOTAL FEE $ 1,087.88 HAZ. I D, P/ D CDF P71L PD H Lssu 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. D;f(131 � Qafe ReceiptNo. e1 �i WHITE-D.D.S.-B.D. CANAR -AS E SOR PIN NSPECTOR GOLDENROD -APPLICANT ` - , l'f COU4Y OF BU-_, ' -.DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI�ION�{� � Y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET y OWNER: V& ASSESSOR PARCEL ER: C% " 4f0o- d Proposed Building Use: /<— Building Inspector: Date: / _ ;2 :7 _,-)/) At time of permit application, I was advised the followin data must b sub d rior to e�rmit�and/or issuance: P PP g P P processing I Date Received By 111. All items have been submitted .---------------------------------- -� ��-- - ---__----------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. --------- --- ----- --------------------------------------- �/& ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans.----��------------------------------------ i ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115: ------- ❑5: Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ -- . 116. Energy Design Compliance and supporting documentation.------------------------------------------------------- El ---------------------------------------------------❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------- - ----- ❑ 8. H dour Material Form. ----------------------- actured Home data and ati n instruct' in 1 Ti Specifications .------------------ w F of $ - -_ -----Z; - -�----------------------------------- %� % ..v O ct fees as shown on the attached schedule.-----------------------------------------------------------------ornia Department of Forestry plan approval/fees. --------------------------------------------------------- N3 F elevation certificate. ----------------------------------------------------------------------------------+----- amtation and plot plan approval � Health Department. ------------------------------------------- (d ❑ 15. City of Chico plumbing permit.--------------------------------------------------------------------4= `------------- , W lot plan and business license approval from the City of Biggs. ---------------------------= f -------_-------- Planning approval for (A) Use: Ok (B) Parking: pQ�lCtn f 1 1 — iS —ao -„g----------- Contact Land Development ab Jmpwme t „� Drainage�,�eg�ai-Parcel.----------------------- I I O 19. Encroachment. Permit for driveway (construction approval priont gecu a2c - - -------- ❑20. Pre -inspection for eclues� to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- El 24. -------------------------------------❑24. Letter of signature authorization. -------------------------------------------------------------------------------- .. x.025. Recorded copy of Agricultural Acknowledgment Statement. ----------------------------== ="”` ❑26. Letter of intent on building use. --------------------- -------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------- ,---=---------=--------------------------------------------------- 028. Existing violations and/or expired permits. --------- — - ------------------------------------------------------ `` "❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 7 , and hold for /piickup at _C1f/G4 ,office. 11 Deliver with inspector. APPlicQ.�L Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution a : �By- Copy of plans sent ❑ Health Department, ❑ Fire Department, O e : Date: By: 1. `Index permit application for the above items numbered: 1 ! 1� ' El Plan Check List 2. Additional items required: " Contractor, designer, owner, was advised of the above required data by '❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was of the above uired data by ❑ phone, ❑ mail, ❑ Buildin ivis'on counter, by te: Plans reviewed by: V �Date: 1•'5 1.00 Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 0 A.P. folder. Note transfer by: Date: E.H. USE ONLY Plot Plan.Amchad Floor Plan Attacii in - fh d Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal _tZ- Water Supply: Public Private Well Clearance for dwelling. Other .. final for: Final clearan • NOTE: j� jri � ----- - --' - - _ L1 STI'✓' Environ 8/96 Health Specialist V:L�iffv •A , Zo xt -9-A Date • . i . `tea-i.si�' t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE (G OWNER V' 1 �C�/� ��G�i 0E C'-dt/Y A.P. # PROPOSED BUILDING USE � ����GG� �� 7 . O � _ DATE - -G0 ( RECEIPT # DATE REC 1. BUILDING PERMIT FEES fats -- Balance Due ................ $ '• -- Additional Fees Due ........... $ 1 -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) Gam_ 6� 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units ` 4 Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. l 4. URBAN AREA FEES (paid at Building Division) {! Residential (per unit) . x - •: _ $ I !Unit Amt. l Commercial (sq.ft.) .. x c =$ j Sq.Ft: Amt.., 5. RECREATION DISTRICT FEES (paid at District Office) i 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT '' DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) F COUNTY OF BUTTE - DEPARTMENT OF OEVELOPMEN' SERVICES - BUILDING DIVISION 7 County Center Onve - Oroville, California 95965 - Tdleph�r� 5.)1)I 558-7541 PEP' �A.V 1.196) APPLICATION AND PERMIT 49-1-59,76 wsraoOryP>� w BUILDING PERMIT ml- _ CCC. --- _ BUILOING YAL"ATION 7WNa'7 M�Ri ry��yO�o�p/l���1Q y CO NTI1ALTgR! 2coeex cG- Pie— cv % CO►a1T11UC}TON uaoa ' I �ENoats �wLs+o.aoRets Firs lace I , Total Valuation f .00 .wcwrecr OR p0lilisaill ucaw" NO. Filincl Fee i f 2,- 4/ '4i r Permit Fee f *ACC ecr ontgw�awo 7 �" +5 t� Plan Checking F f eJ�ONO,q� Com— C� Energy Plan Ch ing Fee > e "lily - 8506m�i PERMIT FEE fi7DP�iL�. 497 f 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ng Feel 20. 23.00 48.001 3.54R,l @7.50 X74) CCU . I a.1L0 .30 Ex. Occup. OUTLET] OIO. G 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mier Wirimm 23-00 PERMIT FEE f L77f 52 MECHANICAL PERMIT Fling Fee 20.0 Heating Cooling%j HoodI 8.50 j Ventilation I q;�% Mobile Home Instapadon Fee j ! r Energy Inspection Fee xc j ro;s1 TO L F •ulV .Y 0 COI i FQ PO m� I , This pwmit.s hereby d under the applicable provision.: of the Butte County Code and/or Resolutions to do Nor, indicated above for which tees have been paid. 8y Oats _ PERMIT EXPIRES ON PLUMBING PERMIT USEORSTRUCTURE SF O OupkK O Mob"orne O Otim 4:r1 6 tee" Each Trap Solar or heat pump water hea Water piping Each water heater or vent TYPE OF WORK New O Addition Remodel O LWM* O Instelstion O Other O n Describe Work: 4�il ' O% � ���� t� gas Gas piping system t - 5 outlets Building sewer Mobile Home j SI G W PERMIT F f' ELECTRICAL PERMIT Main Service = cin Lexi �� Main Service 29" ro 1000 NEW C006r. OWaLWO OCCUP. OR .BOONS. i Acc. aws. NEW COAdT. wLr►ovnFr NO"E41O. SRAW POWEr1 AMAiV1TU4 • S O d0. Q Oungr OR Fwruaa fi7DP�iL�. 497 f 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ng Feel 20. 23.00 48.001 3.54R,l @7.50 X74) CCU . I a.1L0 .30 Ex. Occup. OUTLET] OIO. G 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mier Wirimm 23-00 PERMIT FEE f L77f 52 MECHANICAL PERMIT Fling Fee 20.0 Heating Cooling%j HoodI 8.50 j Ventilation I q;�% Mobile Home Instapadon Fee j ! r Energy Inspection Fee xc j ro;s1 TO L F •ulV .Y 0 COI i FQ PO m� I , This pwmit.s hereby d under the applicable provision.: of the Butte County Code and/or Resolutions to do Nor, indicated above for which tees have been paid. 8y Oats _ PERMIT EXPIRES ON BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District co- Building Department artment No. (�/j (f A.P. Number Q ► o -qb0 i�E 7 Jurisdiction: City County Property Owner . v a t -(ba l o L�e d_ co. Property Location/Address Subdivision s Residential Development No of Living Mobile Home Units , Installation 7C 4 Commercial/Industrial t9 New Addition Building Department Lot No. ................................................................................................................. u Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # '(No.foundation inspection) • t. ; :f4 v ,.w�,.,:r+rt Sq. ,Foota9e, ! , -- - (Including Exterior w Roofed Areas) 00 Date representing I 0 1, square feet. School District Representative Paid by Check N IV T% Remarks: AB 2926 $ ' FULL MITIGATION $ I1300 t, t Data 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(x), 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 project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) € feetorm.xis (to}sa)dmm q. i k %moor mans reviewea Dy acnoot uistnct r•ersonneo District Identification No. <51 Q I Q .School •District certifies that / � O l.r- � lu/c ��arZ,.I:.X�, �w J ' (Applicant) � / ' � lDl �.,a t� • (Street Address) 1 (Phone Number) (217 95 (City) (State) (Zip Code) has complied with the requirements of Resolution No: ! ^ v O by payment of $ "d' representing I 0 1, square feet. School District Representative Paid by Check N IV T% Remarks: AB 2926 $ ' FULL MITIGATION $ I1300 t, t Data 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(x), 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 project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) € feetorm.xis (to}sa)dmm q. i k •i *AN REVIEW RESPONSWRM 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 your response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: Vq c ro /a z�I /o d ASSESSORS PARCEL NUMBER PERMIT NUMBER i 0 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # 1 RESPONSE BY: i e LOCATION ON PLANS/CALCS: COMMENTS:nil j l� 1t", ( PLAN CHECK ITEM # RESPONSE BY: G LOCATION ON PLANS/CALCS: COMMENTS: L� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK ITEM # RESPONSE BY: C .TION ON PLANS/CALCS: rJ .1 July 31, 2000 Vaccaro Seed 446 Southgate Ct.- Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-400-084 Building Permit Number: 00-1470 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: X.--P-rovide contractor's estimate for remodel of existing office. Explain "lab" and "Q.C. station". These were not on original permit for office. Separate restroom facilities must be provided for males and females. If you provide restroom facilities on both floors of this occupancy than you must provide equal facilitation on each level. The numberof toilets that you have provided for each sex meets the requirements of Table 4 of the Uniform Plumbing Code but location of separate mens and womens facilities on each floor means that you must add a restroom to each floor or move both restroom facilities to one floor. Maximum allowable area for two buildings on the same property to be considered as one structure must be figured for the occupancy and type of construction which would be the most restrictive, therefore you must calculate using the type V -N construction of 9,000 square feet maximum area, separation on two sides for a 50 percent increase which gives you a maximum of 13,500. These structures are within this allowable but analysis needs to be changed both for correct calculation and for any future increases to square footage of either building. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Provide location of HVAC system. If any portion is located in attic please have trusses sized- for izedfor mechanical loads. ",X -,l trusses were submitted, they do not match roof framing and they are over spanned (incorrect size). Provide two new full sets of truss calcs. 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. Sanitation and plot plan approval from the Chico office of Environmental Health. Previous approval is void per item 2 above. When floor plans are revised they must be resubmitted (two copies) to the Chico office of Environmental Health for approval. 2. Fees will be revised when contractor's estimate is received and per corrected square footage. 3. Planning approval required for parking. ( Applicants responsibility to contact department.) 4. Land Development approval required for improvements and drainage. (Applicants responsibility to contact department.) 5, e& I-Qc U d Sincerely, Martha Whitney Plans Examiner cc: Tom Nix Greg Pietz PRC -ECT PROCESSING RF -CORD ' 0 APPLICANT• G , ly OWNER: t% Q a r r r PERNM #: Uo " L � A. P. #: 040-- Oo — WORS DESCRIPTION: 1 DATE IDES ON OF STEP 401 F-1 L NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: ' vaaw"no Building Permit Number: 00 _100 Plans Examiner: Y Y -A. P. Number: Q -- 4-00 —6S C/ Plans designed and wet stamped by a California licensed architect or registered engineer. 2 Complete Code Analysis provided. Proper description of work on the application. Zoning requirements - Planning Division approval. Land Development approval. Fire Marshal approval. 7: Environmental Health Department approval - (a) Kitchen (b) Pool (c) H occupancy. 8`Hazardous Materials and Emissions Questionnaire. 9. Building permit valuation. , ,� �, Existing violations on the property. 'Ct f al - Recorded notice of violation. PLOT PLAN: Q � �. C. 1. Complete parcel size and dimensions. *0k - 2. Setbacks, side yard, easements, etc. Other buildings or structures. l 1 i'I �V- Grading, fills and/or drainage. { aA-t b_Q- P(3 ,_04Z� 5. Flood hazard. / State Responsibility Area review of plot plan. on �e- iPodr- 7. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). OV FAU & FAS road setback. Y Building or utilities across lot lines (record form). � K arx_& _ OCCUPANCY REQUr&.s--ri ve- d IREMENTS: �� C�-nS� . oT� cep /Y Compliance with specific occupancy requirement. L;, = 13,5-ZM Occupancy Separations (Uniform Building Code section 302). Area Separations (Uniform Building Code section 504.6). o �' Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). Maximum height requirements (Uniform Building Code section506 and Table 5-B). 6. Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). Fire Sprinkler System (Uniform Building Code section 904). Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 10. Smoke Control (Uniform Building Code section 905). 11. Accessibility for the Physically Disabled (Title 24). Page 1 of 2 ational Electrical Code requirements (Medical — Article 517, Assembly — Article 518, etc.).�� 154Prohibited rohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Gu!-� 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). —2' Roof drainage (Uniform Building Code section 1506). .3! Parapets (Uniform Building Code section 709.4). A.' Floors and walls in water closet compartments and showers (Uniform Building Code section 807). 5. Guardrails (Uniform Building Code section 509). t6. Attic access and ventilation (Uniform Building Code section 1505). a' Skylights (Uniform Building Code section 2409 & 2603.7). Stages and platforms (Uniform Building Code section 405). 9! Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). d .1.0- Foam plastic insulation (Uniform Building Code section 2602). Glazing in Hazardous locations (Uniform Building Code section 2406). ANS OF EGRESS: 1. General egress requirements: 1.1. The Exit Access (Uniform Building Code section 1004). 1.2. The Exit (Uniform Building Code section 1005). 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). 2. Energy design compliance and supporting documentation. 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. ,5'. Expansive soil — special foundation design required. BUILDING PERMIT REQUIREMENTS: SRA. Flood elevation certificate. Fire Sprinklers required. 4. Special Inspection requirements. Q Y, ( � Use Permit conditions. . � Page 2 of 2 • #V)k_, i a GREGORY. A. PEITZ ARCHITECT AIR IO LIMP AVE.-�CHICQ.CA_.95926.'(.916).89475 719 - - - -- - I 1' • „SSS i C 4 Q$� Structural Calcu'lation.s For: A-) a 77 o _ AyCti% 4' �c �No. C 21283 REN, 7 F -14 70 G BuT'rE couN ry f 6U1LDING" DEPARTMF-Nf PPPo Vp LOAD SUMMARY Wind Anal Normal force method, exposure B, 75 mph wind'speed P = Ce Cq Qs I, WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 1,5 ft.' P =.6 7 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P=.76*1.3*14.5*1.0=.0143 ksf @30 ft, ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 =.01 I ksf. @ 25 ft. P'=.76 * 1.0 * 14.5 * 1.0 =.01 1ksf @ 30 ft. ROOFS 9:12 TO 1212 - P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.01 I kst @ 20 ft.' 4 P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @. 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load. = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf, live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding - W W W W In W innon aa� rnr CV � I �.r �• . / ✓^.'! JC' � ' i � ..; � ' � "f'� ��L � C- � /� �w.�'/ ta. � �. 4 �1 �, ++' � , i"• S 1 �� , , ^ , t f r I 't• , _ • WWW -' i�` .... � /�_.. _.._Q��O•-._ t ..�. Coo i 11 1 I_ C4 C4 C4 `J QT �Ili lei , �. � fig-) — 2} c2� � .�7� �. �� • ��, �� -- %} �-���r •��--• . '� � ��� �Z � fD� i � (yds.'-C.. �/ • � •i - �� �� - �tj '• , t -': �7 y4e 67 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME Office Addition for Vaccaro Seed California PROJECT ADDRESS 446 Southgate Court Chico PRINCIPAL DESIGNER - ENVELOPE Gregory A. Peitz ENTATION AUTHOR Donna Wallace DATE 6/17/00 TELEPHONE (530) 894-5719 TELEPHONE ?�< C�eckef6yl 530 893-4982 Erifircrierii9 GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 DATE OF PLANS & /17/0 0 DOCUMENTATION AUTHOR BUILDING CONDITIONED FLOOR AREA 1, 078 sy.Fr. CLIMATE ZONE 11 BUILDING TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ® ADDITION ❑ ALTERATION ❑ EXISTING + ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR SIGNATURE DATE 1&/17/00 Donna Wallace The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. ® 1. 1 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 as a civil engineer, mechanical engineer, electrical engineer or architect. F ❑ ❑ 2. 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ ❑ E:i 3. 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Meas A-ffo ch e� Required Fo s N)14 PRINCIPAL ENVELOPE DESIGNER - NAME SIGNAT7E LIC. NO. DAT Greciory A. Peitz I V7 LIGHTING COMPLIANCE Ilk -110, Indicate location on plans of Note Block for Mandatdfy Mea re&*a-c- � 4MSOG-9Re quiredPRINCIPAL LIGHTING DESIGNER - NAME SIGNAT LIC. NO. DAT Greciory A. Peitz I 2c Z !:2 MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandafory Meas At�acti e& Required forns 7H-1 MECH-2 MECH-3 PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATU LICA N bq7 rd o . Peii-Z L�2(ZQ'7 Yak iia fi-1fftir.; 111F- ' ' 1i 4 FV Run Initiation Time: 06/1 0015:33: Run Code: 961281202 .nergyPro 2.1 By EnergySofl User Number: 4997 Job Number: �� PA 1 ra k .- t 1 _. E. If 0 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF -1 Office Addition for Vaccaro Seed California DATE 6/17/00 ENERGY COMPONENT Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process Standard Design Y Proposed Design Gross Area Compliance Margin 8.72 1.67 21.15 7.79 21.71 0.28 0.00 0.00 0.00 0.00 0.00 0.00 38.96 -5.57 22.82 0.00 o.00 o.00 TOTALS: 117.53 113.36 4.17 Building Orientation North 0 deg Conditioned Floor Area 1,078 sqft. Number of Stories 1 Unconditioned Floor Area 0 sqft. Number of Systems 1 Conditioned Footprint Area 532 sqft. Number of Zones 1 Orientation Gross Area Glazing Area Glazing Ratio Front Elevation North 328 sqft. 48 sqft. 14.6% Left Elevation (East) 252 sqft. 0 sqft. 0.0% Rear Elevation(South) 328 sqft. 36 sqft. 11.0% Right Elevation (west) Total Roof 476 1,384 546 sqft. sqft. sqft. 48 _-132 sqft. sqft. sqft. 10.1% 9.5°6 0.0% Standard Proposed Lighting Power Density 1.132 wisgn. 1.326 wisgft. Prescriptive Env. Heat Loss 235 208 Prescriptive Env. Heat Gain 20,073 18,444 Remarks: 1 st Floor Square Footage = 19 x 28 = 532 sf 2nd Floor Square Footage = 19.5 x 28 = 546 sf Addition Square Footage = 1078 sf A ,UING DEP EnergyPro 2.1 By EnergySoft User Number: 4997 Job Number n a le of 9 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 (PROJECT NAME DATE Office Addition for Vaccaro Seed California 6/17/00 L The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. ..__„ The exceptional features listed in this performance approach application have specifically been reviewedAdquate written justification and documentation for their use have been provided by the applicant. �� 99 Authorized Signature or Stamp _; �� 2.1 By EnergySofl User Number: 4997 Job Number: ae:3 of 9 ENVELOPE COMPLIANCE SUMMARY Performance ENVA PROJECT NAME Office Addition for Vaccaro Seed California DATE 6/17/00 OPAQUE SURFACES # Surface Framing Type Type Area Solar Act. Gains U -Val. Azm. Tilt y/N Form 3 Reference Location / Comments 1 Wall Wood 280 0.065 0 90 X I IR-19wall .19.2x6.16 Addition 2 Wall Wood 252 0.065 90 90 R-19 Wall .19.2x6.16 Addition 3 lWall lWood 292 0.065 180 90 R-19 Wall .19.2x6.16 Addition 4 Wall Wood 428 0.065 270 90 X R-19 Wall .19.2x6.16 Addition 5 Roof Wood 546 1 0.024 0 0 R-38 Roof R.38.2x4.24 Addition FENESTRATION SURFACES # Type Act. Area U -Val. Azm. SHGC Glazing Type Location / Comments 1 Window 12 0.870 0 0.70 Double Mtl Uncoated Default Addition 2 Window 12 0.870 0 0.70 Double Mtl Uncoated Default Addition 3 Window 12 0.870 0 0.70 Double Mtl Uncoated Default ddition 4 Window 12 0.870 0 0.70 Double Mtl Uncoated Default ddition 5indow 12 0.870 180 0.70 Double Mtl Uncoated Default ddition 6 indow 12 0.720 180 0.73 Double Mtl Uncoated Default ddition 7 indow 12 0.870 180 0.70 Double Mtl Uncoated Default ddition 8 indow 12 0.870 270 0.70 Double Mtl Uncoated Default ddition 9 indow 12 0.870 270 0.70 Double Mtl Uncoated Default ddition 10 indow 12 0.870 1 270 0.70 Double Mtl Uncoated Default Addition 11 Window 12 0.870 270 0.70 Double Mtl Uncoated Default Addition EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist. Len. H t. 1 None 0.76 2 None 0.76 3 None 0.76 3.0 4.0 2.0 0.3 2.0 2.0 4 None 0.76 3.0 4.0 2.0 0.3 2.0 2.0 5 None 0.76 6 None 0.76 6.0 2.0 2.0 0.3 2.0 2.0 7 None 0.76 3.0 4.0 2.0 0.3 2.0 2.0 8 None 0.76 9 None 0.76 10 None 0.76 3.0 4.0 2.0 0.3 2.0 2.0 11'41 1 11 None 0.76 3.0 4.0 2.0 0.3 2.0 2.0 . L - UA Run EnergyPro 2.1 By EnergySofi Initiation Temeo 06/17/00 User Number: 4997 l5e33:22 Run Codes Job Number: y d e•e , r o LIGHTING COMPLIANCE SUMMARY Performance LTG -1 (PROJECT NAME DATE Office Addition for Vaccaro Seed California 6/17/00 INSTALLED LIGHTING SCHEDULE LAMPS BALLASTS Luminaire LUMINAIRE TYPE watts Lam + Ballast Total Code DESCRIPTION DESCRIPTION Per # Lamp DESCRIPTION # # Watts Watts A 2 4 ft Fluorescent T8 Elec F32T8 2 32 Electronic 0 17 ---12-0 1,054 B 75w Incandescent 5W 1 75 No Ballast 5 75.0 375 \Subtotal from this Page 1 429 Building Total 1 429 Less Control Credit Watts (From LTG -3) 0 Adjusted Actual Watts L 1 429 MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION CONTROL CONTROL TYPE NQT<14 (Room #) IDENTIFICATION (Auto Time Switch, Exterior, etc.) SPACE CONTROLLEDI.EID> .................... D S +. I 13� - LeV-0 Swt+cls Arexus>(oo I.t7 w Dw . Sht• I R00vn Arco, Sw 1+61 Rem ( n i r< Area -s CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME SYSTEM NAME DATE Office Addition for Vaccaro Seed California 1 6/17/00 1 TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN AIR CFM MECH-3, COLUMN H HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER HEATING DUCT LOCATION R -VALUE COOLING DUCT LOCATION R -VALUE DUCT TAPE ALLOWED? PIPE TYPE (SUPPLY, RETURN, ETC.) PIPE INSULATION REQUIRED? MECHANICAL SYSTEMS Addition Programmable Switch Heating & Cooling Required n/a n/a n/a Constant Volume No No Constant Tem Constant Tem Outside Air Cert. Auto No Economizer 162 cfm Gas Furnace 80% AFUE Split DX 10.7 SEER / 12.0 EER American Standard AU D060C936J Ducts in Attic 4.2 Ducts in Attic 4.2 Yes Refrigerant Yes CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT /COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity A: Air W: Water N: Not Required Enter Outdoor Air CFM. Note: This shall be n less than Col. H on MECH-3. DUCT TAPE ALLOWED? PIPE INSULATION REQUIRED? 2.1 By EnergySoft User Number: 4997 Job Number: 1 ' I ( ) I JP.-Rpg.6 of 9 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-21 PROJECT NAME DATE Office Addition for Vaccaro Seed California 6/17/00 ICHILLER AND TOWERSUMMARY ANK INSUL. Ext. R -Val. CENTRAL SYSTEM RATINGS HEATING COOLING Aux. System Name System Type Qtv. Output kW Eff. Output Sensible Efficiencv Economizer Type American Standard UD060C936J Split DX 1 47,000 0.0 80% AFUE 34,600 24,22010.7 SEER / 12.0 EER No Economizer I Efficiency Tons PUMPS Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Elf. Drive Eff. Pump Control Vol. (Gals.) ANK INSUL. Ext. R -Val. CENTRAL SYSTEM RATINGS HEATING COOLING Aux. System Name System Type Qtv. Output kW Eff. Output Sensible Efficiencv Economizer Type American Standard UD060C936J Split DX 1 47,000 0.0 80% AFUE 34,600 24,22010.7 SEER / 12.0 EER No Economizer Energy Factor or Recovery Efficiency Standby Loss or Pilot System Name System Type Distribution Type Qty Rated Input Vol. (Gals.) ANK INSUL. Ext. R -Val. CENTRAL SYSTEM RATINGS HEATING COOLING Aux. System Name System Type Qtv. Output kW Eff. Output Sensible Efficiencv Economizer Type American Standard UD060C936J Split DX 1 47,000 0.0 80% AFUE 34,600 24,22010.7 SEER / 12.0 EER No Economizer MECHANICAL EQUIPMENT of •- •. • • _ • --• • ZONE TERMINAL SUMMARY 'M ■__. ----- _- ■__- MMmm _- M ■__- ----- _- ■__- ----- _- ■__- ----- _- ■__- ----- _- MECHANICAL VENTILATION MECH-3 (PROJECT NAME DATE Office Addition for Vaccaro Seed California 6/17/00--1 MECHANICAL VENTILATION 0 0© 0 0 0© 0 0 0 0 ZONE/SYSTEM Addition AREA BASIS DESIGN OUTDOOR AIR CFM COND. RANS(MAX AIR MIN. AREA CFM CFM (SF) PER SF (B x C) 1,078 0.15 162 OCCUPANCY BASIS NO. CFM MIN. OF PER CFM PEOPLE PERSON (ExF) REQ'D O.A. OF DORG) DESIGN OUTDOOR AIR CFM MIN.FER RATIO RANS(MAX AIR 162 162 162 162 C Minimum Ventilation Rate per Section 121, Table 1-F. 16U ITE E Based on Expected Number of Occupants or at least 50% of Chapter 101997 UBC Occupant Dens"jlm ,� I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Ai S temQFoA rn66-}ia�u�s�tT nts. K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J)., Pik I EnergyPro 2.1 By EnergySoft User Number: 4997 Job Number: Page:9 of 9 11LIGHTING COMPLIANCE SUMMARY LTG -211 PROJECT NAME DATE Office Addition for Vaccaro Seed California 6/17/00 ACTUAL LIGHTING POWER BUILDING CATEGORY (From Section 146(b) Table 1-M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS CEC DEFAULT 1.3 .6 LUMINAIRE 1,065 155 NUMBER OF WATTS PER LUMINAIRE 1,220 TOTAL Y N NAME DESCRIPTION LUMINARES (Including Ballast) WATTS A B (2) 4 ft Fluorescent T8 Elec 75w Incandescent 17 5 62 75 [x] [ ] [x] [ ] 1,054 375 SUBTOTAL FROM THIS PAGE 1,429 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 1,429 ALLOWED LIGHTING POWER (Choose One Method) COMPLETE BUILDING METHOD BUILDING CATEGORY (From Section 146(b) Table 1-M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS N/A 1.3 .6 819 259 1,065 155 AREA CATEGORY METHOD AREA CATEGORY (From Section 146(b) Table 1-N) WATTS PER SF AREA (sf) ALLOWED WATTS Offices and Finance Storage, Stairs, and Restroom 1.3 .6 819 259 1,065 155 TOTALS 1,078 1,220 AREA WATTS TAILORED METHOD (� GEN/A r rN)Com, �From LTG -4 on1 Nonresidential Compliance Form Pa aP4 'November 1998 Nonresidential Energy Standards Compliance (Title 24, Part 6, Ch. 1) Envelope Mandatory Measures Insulation Materials Installed insulating materials shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material. All insulating materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of the UBC. Joints and Openings All exterior joints and openings in the building envelope that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Windows Installed manufactured windows shall have air infiltration rates certified by the manufacturer per Section 116(a)1. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. Mechanical Mandatory Measures Equipment Certification The HVAC equipment shown on these plans has been certified to the California Energy Commission Reference: CEC database files downloaded by the documentation author Pilot Lights Fan type central furnaces shall not have pilot lights. Pipe Insulation Piping, except those conveying fluids at temperatures between 60 degrees Fahrenheit and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. Ducts and Plenums Air handling duct systems shall be constructed, installed, sealed, and insulated as provided in Chapter 10 of the Uniform Mechanical Code. Controls for Space Conditioning Systems Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements Section 112(d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and shall have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating thermostat setpoint. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback cooling thermostat setpoint. pet)®N ® c' Zone Thermostatic Control Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees Fahrenheit or lower. For cooling, the control shall be adjustable up to 85 degrees Fahrenheit or higher. When used to control both heating and cooling, the control shall be capable of providing a dead band of at least 5 degrees Fahrenheit within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation Controls Controls shall be provided to allow outside air dampers or devices to be operated at ventilation rates as specified in these plans. Shut -Down and Outdoor Dampers Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. Completion and Balancing All ventilation systems shall be documented per California Safety Code (Title 8, Section 5142(b)) to be providing the minimum required ventilation rates as determined using the following procedure: Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor. Service Water Heating Systems Equipment Certification Storage type water heater(s) may be installed only if the manufacturer has certified that the equipment meets or exceeds all applicable efficiency requirements listed in the Appliance Efficiency Regulations or Appendix B, Table B-9. Lighting Mandatory Measures Certified Fluorescent Ballast and Luminaires All fluorescent fixtures subject to certification and specified for the project are certified. VliTek Industries, Inc. Nesters Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 5321 EASTSIDE ROAD RIDDING, CA 96001 (916) 244-0700 (01 CUFNT: (DM r" LOCATION: 1.0. NO.: 4V(2.7 / DATE: - �/( 1 '-�7` WARNING: ®O NOT CUT OR ALTER TRUSSES TIP • TRUSSES iREQU A RE F.X REPS E CARE IN �'m PitODUC75 du HANDLING, ERECTION AND BRACING . � �� � P�crron SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDAT}ONS FOR HANObR!1---VG Dcrti�cdtl o INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. � ® �y I.C.B.O. Research No. q2Z �ff 75 W O V7 ^ v , ¢N¢ C N OJ S L � H t. Job M771 moss lumber, Truss Truss Type City PN AD BOSTON HIP2 1 R3697779 EDDING. CA 96001 463Y s Feb 18 1999 MiTek Industries, Inc, Thu Aug -3112'44:54 2000 Page 1 E..._2 0 4_..I_.._..._...__.........._._.... _... s s 12- -- _.._._ .19.5-8. - 21-5-8 _I 2-0 -0 9-8-12 9 &1z 2.0-0 1.5x4 11 11.50 11 4x4= G 2x411 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Ina NO BCDL 7.0 Code UBC/ANSI95 CSI TC 0.89 ' BC 0.43 WB 0.18 (Matrix) 7x6= 19-5-8 3x5 = l� 201 DEFL (in) (lox) Udefl PLATES GRIP Vert(LL) -0.09 21-22 >999 M20 220/195 Vert(TL) -0.22 21-22 >999 Horz(TL) 0.02 19 Na 1st LC LL Min Well = 360 Weight 126 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 4.10-15 on center pudin spacing. Except - BOT CHORD 2 X 6 DF No.1&Btr-G 1 Row at midpt 3-18 WEBS 2 X 4 DF Stud/Std-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 3-21 REACTIONS (lb/size) 2=919/03.8, 19=919/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=43, 2-3=1636.3-4= 420, 4-6=371, 6-8=-356, 8-10--381.10.12=-384, 12-14=-358, 14-16=-376, 16-18=-398, 18-19=1616, 19-20=43, 3-5=1076, 5-7=-1077, 7-9=-1077, 9-11=1077,11-13=1077,13-15=1077,15-17=-1077,17-18=1077 BOT CHORD 2-22=1416,21-22=1374,19-21=1396 WEBS 3-22=388,18-21=372, 10-11=285,12-13=120,8-9=119,14-15=15. 16-17=35, 6-7=22, 4-5=39,3-21=29 NOTES r' 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. ���� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. �` a g 5) A plate rating reduction of 20% has been applied for the green lumber members. AA � 6) This truss has been designed with ANSUTPI 1-1995 criteria. y� LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 p�QMssl r� . Uniform Loads (plf) Vert: 2-22=-39.6, 21-22=-39.6, 19-21=-39.6, 1.2=-46.0, 2-3=-46.0, 34=-46.0, 4-6=46.0, 6-8=46.D, 8-10=46.0, tQQ < lig 10-12=-46.0, 12-14=-46.0, 14-16=-46.0, 16-18=-46.0, 18-119=46.0,119-20=46.0 C-�w,,,,,3�9 •1� • EXP 9- / ®WARNING - Verify design parameters rind READ NOTES ON rHI,S AND REVERSE SIDE BEFORE USIS AT"WJ 1,2000 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. MI Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricadon, quality control, storage, delivery, erection, and bracing, consult QST -88 quality Standard, CSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, S83 D'Onofrio Drive, Madison, WI 63719 M1'Tek Industries, Inc. N/01 'd—Z99L'ON .w giiNiQnnwi V111W waRb:7 —nnn7 - 10-9AW d i. Joti I russ i ype M771 A ROOF TRUSS moss lumser, R DMG,-CA-g60 h -2-0-0 -1--.... 5-1-10.. t 2-D-0 5-1-10 uty jr,y R3697778I 1 J —` e 0 3 s -7 T89g'MiTeli nl us rtes, Inc.—ffu ugug3-1" fT:4b�3D�0IID Vage f x.6-12 14-3-14 19-5-8 21 -s -a SCale = 1:48.6 4-7-2 4-7-2 5-1-10 2-0.0 4x4 4 5x8 = 9-8-12 _1 -- 19.55 8 ----1 9-8-12 9-0-12 7Iatel:fp-e�P[5 O-D--0-,0�0 , ,ji LOADING (psf) SPACING 2-0-0 CSI DEFL (n)) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.23 Verf(LL) -0.20 6�8 >999 L120 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert -0.35 6-8 >658 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.02 6 n/a BCDL 7.0 Code UBC/ANS195 1st LC LL Win Well = 360 Weight 82 Ib LUMBER BRACING - TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-D-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (ib/size) 2=674/0-3-8, 6=674/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20.2-3=866,3-4=-628,4-5=-628,5-6=-B56,6-7=20 BOT CHORD 2-8=759, 6-8=759 WEBS 3-8--223,4-8=343,5-8=-223 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonco icurrent with any other live loads per Table No. 16-B, UBC -94. 4; A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING • Verify design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFOREUSE Design valid for use only with MiTek connectors. This design Is based orJy upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. TM Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, and bracing, consult OST -08 Quality Standard, DSB- 89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoldo Drive, Madison, WI 53719 NUTek Industries, Inc. "U �1P �OptzOFESSIp� �t ONC 1v Fye n Plr). C049979 EXP 9-3(XLLA 31,2000 E1/6 'd—NWON 'IN1 g11Nignnwl NI im Ndo:7 w7 ir'gnv I. j-- _ . .. __ r -ss Tti —Type: Uty Yly LM771 i MONO TRUSS 14 1 R3697780 ... I e nus -1 moss um er, DDIN i.... fnc iiu Adg-3i T1: age �_.._......_-z-o-o _.._... _.. ; 3-11-11 1.5 cd Scale = 1:16.7 2-0-0 3-11-11 0-0-5 LOADING (psf) SPACING 2-0.0 v TCLL 16.0 r TC 0.17 TCDL 7.0 Lumber Increase 1.15 �• 1 LOADING (psf) SPACING 2-0.0 CSI TCLL 16.0 Plates Increase 1.15 TC 0.17 TCDL 7.0 Lumber Increase 1.15 BC 0.08 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 7.0 Code UBCIANS195 Horz�l) LUMBER TOP CHORD 2 X 4 OF No.18Btr-G BOT CHORD 2 X 4 OF No. 1&Btr-G WEBS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2=21010-3-8.4=11110-3-8 FORCES Ob)- First Load Case Only TOP CHORD 1-2=20,2-3=0. 3A=-85 ` BOT CHORD 2-4=0 44o-0 - -1 4-0-0 DEFL (in) (loc) Udefl PLATES GRIP Vert(LL) -0.01 2A >999 M20 2201195 Vert(rL) 0.02 1-2 >999 Horz�l) 0.00 Na 1 st L LL Min Udefl = 360 Weight 17 Ib BRACING TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) All plates are M20 plates unless otherwise Indicated. 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 3 A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. � +t c 4 Y ,4 LOAD CASE(S) Standard ®WARNING - Verifv design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -8a Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MtTek Industries, Inc. f�OFESSIOI►� �����r;OiJG r� NN RtO. C049919 EXP 9-30-00 OF August 31,2000 £l/ll 'd+199L'0N '1N1 Si1?Imm NaimwAric:7. —nnn? ip•gnw _.. IM Job buss buss r yya M771 J2 MONO CAL HIP moss "Tum er, DIRC� CA 9W -2-0-0 2-0.0 1 6.00 F1'£ 4 ' 1 'r R3697781 4 0 sI I 999 -mi I o n usfries, n-1 c, TFuAug 31�'I: age 1 1-612-11-11 _ 4-0.0 Scale = 1:11.6 X 1-6-12 _ � 0.4-15 2-0-5 ---� �I .;onneci truss 2x4 - with Simpson - -CA to gird_ _ or equal hanger. 1.5x4 11 4 4x4 = F-- 1-6-12 1 246-5 —�-... 40-0 -- — 1 1-6-12 0.11-9 1-5-11 LOADING (psf) SPACING 2.0-0 CSI TCLL 16.0 Plates Increase 1.15 TC 0.17 TCDL 7.0 Lumber Increase 1.15 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.02 BCDL 7.0 Code UBC/ANS195 LUMBER ' TOP CHORD 2 X4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF ShWStd-G REACTIONS (lb/size) 5=111/0.3-8, 2=210/0-3-8 FORCES (lb) - First Load Case Only TOP CHOIR 1-2--20,2-3=99,3-4=0. 4-5=49 BOT CHORD 2-5=86 WEBS 3-5=-93 DEFL (In) (loc) Udefl PLATES GRIP Vert(LL) 0.01 25 >Ogg M20 220/195 Vert 0.02 1-2 >999 Horg0.00 5 Na 1 st LC LL Min Udefl = 360 Weight 20 Ib BRACING TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center.bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. sp 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC -94. , 5 A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. %,t LOAD CASE(S) Standard ® WARNING - Verifv design. paramele.rs and READ NOTES ON THIS AND REVERSE SiDE BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construd0on is Ute responsibility of dte erector. TM Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB- so! 89 Bracing Speelfication, and HID -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, M 59719 Well: Indush'ies, Inc. �pFESSlO� C IG c f l.sp. C04199 19 ixp 9-30-00 OF August 31,2000 l/Zl d-1�9L'�N 'SNI RAW RHN1 NSIIW Ndlq:Z nnnl '1£'2114 Job -----•-• Truss ._._ . .. Truss—Type... _ W71 S2 JACK fnoss um ei; R EJ131M ,,-r,pA -- 2-0-0 r .4 r 1 1-11-11 0-0-5 SUPPORT I R3697782 Scale= 1:11.6 2-0-0 2-0.0 LOADING (psQ SPACING 2-0 0 CSI —F DEI (m) poc) Udefl PLATES GRIP - TCLL 16.0 Plates Increase 1.15 TC Vert LL 0.0 2 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 Be Vert�TL; 0.02 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB Hoe L) 0.00 Na BCDL 7.0 Code UBC/ANS195 (Ma1st LOLL Min Udefl = 360 Weight 9 Ib LUMBER - - BRACING - TOP CHORD 2 X 4 DF No.1&Btr.G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.t&Btr-G BOT CHORD Rigid ceiling directly applied or 6.0-0 on center bracingREACTIONS (IWsize) 2--20010-3.8,4=10/0-3-8 Max Grav 4=320oad case 2) FORCESOb�- First Load Case Only TOP CHORR 1-2=40.2-3=-42 BOT CHORD 2A=0 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16-B, UBC -94. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard r OC NO U" I:7. CCJA9919 �X'.. 9-30-W_ �F OF ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSL•' S•lDE BEFORE USE Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the enactor. ry Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB 89 Bracing Specification, and HIBA1 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 hhTek Indushies, Inc, £l/£l 'd-7G91•0N `1N1 cgmgnnmi vaiiw walt:'7 _nnn7 August 31,2000 iP-9nu OCT.26.199E 1:22PM MITEK INDUSTRIES STANDARD • GABLE END DETAIL. WIND SPEED 78 MPH. nEAN WALL HEIGHT 15 FT - NOTES TOP CMORO WY BE NOTCHED FOR =4 OUTLawcarco DIAfiONAL OR l. -BRACING AC o �� o °E" � REaUIRED UNDER REFER TO TABLE BELOWNOTct{ TOP CHORD MAYBE NOTCHED ONLY OIRECTIY OVER STUDS EXCEED jr O.C. GABLE END MUST BE FULLY SNEATHEO - 4X4 ON ONE FACE OR CONnNUOUS VA g2 OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 2X3 Tir. OYCK COr�i� SCAB W� ODES OF 100 COMMOOT FALL N WIRE NAILS SPACED AT 12 O.C- MAX THE MAX OUTLOOK IER LEND ts•. 12 � VARIES TO COM?:CS TRt av rlort� X A A IjUipL�I , CONT. BEARING. 3X8 SPL. OPT. SPAN TO HATCH COMMON TRUSS. TYPICAL 2X4' L-5RACE NAILED TO 2X4 VERTICALS W/Sd NAILS, 8' O,C, VERTICAL STUD l - SECTION A -A. NO. 408 P.1 TRUSSES AT 24' O.C- /-2' PLYWOOD SHEATHING Ioit I LOOKERSS 3" MAXt 1 �IiTLmkEfiyz�l ,_K (OV T{a0%K' �?xQ SS LA AS END WALL 1 o.H. FURRING STRIP OR LATH 5G1�:609. ExQs124a G40 112US5 MINIMUM GRADE OF LUMBER LOADING `tPSF 0 STR. INCR. , 25 Y. DRAWN 8Y J5T.C. 2X4 MO.1 91 W--1_ PI -95 Crit, TOP 20 11 , B.C. 2X4 No.1 91 DF-LBOTTOM a to CHECKER BY I JAI [Lec-sq. Webs 2X4 STUDI.STJ.�F SPACING, 24 Incn O.C. REP. STRESS YES ?a 5 i sr 6J7 Yo �c ?-� �"c�-ca> 9rzov I aer D dgt.� �iD A ,� t)Ecuxt r~ •ro �j-(i ✓i � 612 `�jL�C� ��'Q !�C`�SlraTl1IQ�� � `,fJr•1'STTI+C.� 12�SrS� I g5Cd qLf- jS b'1T `AGO To zS- ) dn,+�"c�,ss IS Go1.lI�%�cfC.L7 OCT 26 M' NO, CLQ 1914 EXt? 9-3L - :0 �4 MAXIMUM VERTICAL STUDS HEIGHT. +WITH SPACING OF VERTICALS WITHOUT BRACE LATERAL BRACT~ WITH L -BRACE • 12 INCH O.C. 5-7-2 14-3-12 ' 10••^4-14 15 INCH O.C. 12-4-12 9-5-8 24 INCH O.C. NOTE: 3.FURNISH COPY OF THIS DRAWING TO CONTRACTOR 1.YE5T. HAD BEEN r-HECxED FOR FT, 80 HPH VINO LOAD, Xto L/2413 DEFL• CRIT, FOR BRACING INSTALLATION ONLY, tjFAN WALL HEIGHT OF 15 2,CO+KCTIOH BETWEEN BOTTOM CHORD OF CABLE END q BRACING SHOWN IS FOR CONSULT BLDG. ARCHIT CT IDUAkL TRUSS ENCINEER FOR TRUSS AND WALL TO 9E PROYIDEfl Sr PROJECT ENGINEER TEWORARY AND PERHAN NT ACING OF ROOF SYS OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING `tPSF 0 STR. INCR. , 25 Y. DRAWN 8Y J5T.C. 2X4 MO.1 91 W--1_ PI -95 Crit, TOP 20 11 , B.C. 2X4 No.1 91 DF-LBOTTOM a to CHECKER BY I JAI [Lec-sq. Webs 2X4 STUDI.STJ.�F SPACING, 24 Incn O.C. REP. STRESS YES ?a 5 i sr 6J7 Yo �c ?-� �"c�-ca> 9rzov I aer D dgt.� �iD A ,� t)Ecuxt r~ •ro �j-(i ✓i � 612 `�jL�C� ��'Q !�C`�SlraTl1IQ�� � `,fJr•1'STTI+C.� 12�SrS� I g5Cd qLf- jS b'1T `AGO To zS- ) dn,+�"c�,ss IS Go1.lI�%�cfC.L7 OCT 26 M' NO, CLQ 1914 EXt? 9-3L - :0 �4 MiTek° January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SURE 200 RANCHO CORDOVA CA 95670 USA FAX (9161631 9225 TELEPHONE (9161 631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 127o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. r If you have any questions, please contact me at 800-772-5351. Sincer oQapF+o QONG YG Redo �. Chief i erg , Western . �lVN q�OF CA1.�FO� jyj fTE � LUNG ®EPA` �� ' 1 Symbols Numbering System AGene.raf Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property" 11/. *center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.. Apply 1. Provide copies of this truss design to the plates to both sides of. truss and building designer, erection supervisor, property secu(ety J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each ' w C' "I other. ¢ WEBS JS , 3. Place plates on each face of truss at each o Q joint and embed fully. Avoid knots and wane *For 4 x 2 orientation, locate ; �� Uti o L at joint locations. plates r/a" from outside edge of a �' Y 0 4. Unless otherwise noted, locate chord splices truss and vertical web. o at I/4 panel length(* 6" from adjacent joint.) cr ca BOTTOM CHORDS . 5. Unless otherwise noted, moisture content of es es _ This symbol indicates the JI J8 J7 J6 lumber shall not exceed 19%at time of _ required direction slots in fabrication. connector plates. 6. Unless expressly noted, this design is not opplicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular piating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is o non-structurol consideration and- MITek/Gang•Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or-better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75.91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses ore- the•ra*ponsibility of BEARING others unless sho�vyF1' Z� Indicates location of joints at 13. Do not overload roof dr•floOf tfbSSQS:Wif� -- which bearings (supports) occur. stacks of con uctton motbdals. F l... .:.••.. A TM 14. Do not cut o alfbr.truss mefober or,-plate � without prior ~ • �preval of a;professio.nal ;� l engineer. MITek Industries, Inc. 15. Care should f jeex(�rtised In handling; :•;' TM PANEL erection and it 'taliptign of•trussgs. r Holdings; ln-i It — - - _ © 1993 Mitek . C HYDROA/RO LIP FORM018,019 O " DANGER: A DANGER designates a condition This safety alert symbol is used to attract your where failure to follow instructions or heed wam- attention! PERSONALSAFETyISINVOLVED! When in wiV most likely result in serious personal you see this symbol - BECOME ALERT -HEED ITS injury or death or damage to structures. A& AA MESSAGE. WARNING: A WARNING describes a condition CAUTION: A CAUTION identifies safe operating , where Failure to follow instructions could result in practices or indicates unsafe conditions that could severe personal injury or damage :o structures. [AJ& result in personal injury or damage to structures. R O HIB -91 Summar Sheet d RECOMML-NDATIONS for USS PLATE INSTITUTE COMMENTARY an TR HANDLING, INSTALLING & BRACING METAL 583 Donofrio Dr., suite 200 Madison, Wisconsin 53719 PLATE CONNECTED WOOD TRUSSES © (608) 833-5900 Itis the res onsibili ofthe installer builder buil einunload store) rhandle cense Install arra p ese ted as a guide d ontracto_r truss industry, but nor he use of a qualifiedust, due to the rbu�ding designer responsibilities mstalinvoler. Thuse ity for damages. erector or erection contractor to ro erl receive brace metal plate connected wood trusses eto protect and as with any then structulral arising ng from the suseteapplication rsory elliance on sclaims n he recommlendations and must exercise the same high degree of safety ight material. TPI does not intend these recommendations obe intehandl asisupe foring ©information Truss P tame titutenl��buiAll rightslding l9eserved •This document or any allem, and others. rpart to the project Architect's or Engineer's designspecification and bracing wood trusses for a particular roof or fl tor. Tese recommdations a 7e thereof must not be reproduced in any form who echnhcal personnel in the wood oubli her. Printed in the United States of Amerika ut wri ten permission oft e based upon the collective experience of leading CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling,odTrusse' HIB - 91" Metal Plate Connected W s 91" from the Truss Plate Institute. CAUTION: All temporary bracing should be no less than 20 grade marked lumber. All connections Ashou,d be made with minimum of 2-16d nails. All trusses assumed Von-centerorIass.All n accolr- trusses should be connected together dance with design drawings prior to installation. JRUSS;STORAGE� F UTION: Trusses should nit beoaded on rough terrain or un - n surfaces which could causemage to the truss. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. DjANGER: Do not store bundles upright unless Aproperly braced. Do not break oands until bundles are laced in astable horizortal position. DANGER: Walking on trusses which are lying flat Ais extremely dangerous and should be stric-tly prohibited. .. ,.me 1 Diagonal brace also raquired on end verticals. J 12 � 13 or greater 8' ` e• J All lateral braces lapped at bast 2 trusses. Continuous Top Chord Lateral E r5ce -� Required To�chords thatarelatereIytr3ardcan bu«:e togetherand canoeaollapse itt e-ne is nodialo- 10' O' it@star nal bracing. Diagonal bramnsshould benahed to tf a underside of llhe to -2 chart when purlins, 2q• are attached to rhe topsiee of thaitop chord t)�/t?g8 =45° Attachment Re red u M!JNO TRUSS_ q WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB D(m)D/50D(ft);;;:_il 12" 1/4" 1' 24" 1/2" 2' 1rV 3/4" 3' 48" 1 " 4' Up to 24' 1 3.112' 1 8' 17 1 12 1-3/4" 7' Over 24' - 42' 3;- 2 7' 1 10 1 6 I Over 42' - 54' 1 3;12 1 6' 1 6 1 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir-L.-rch SP- Southern Pine v HF - Hem -Fir SP= - Spruce -Pine -Fir ryo o0� D(in) I tl ,tai may@$ yQ�\ Lesser of •C�Jy Diagonal brace also raquired on end verticals. J 12 � 13 or greater 8' ` e• J All lateral braces lapped at bast 2 trusses. Continuous Top Chord Lateral E r5ce -� Required To�chords thatarelatereIytr3ardcan bu«:e togetherand canoeaollapse itt e-ne is nodialo- 10' O' it@star nal bracing. Diagonal bramnsshould benahed to tf a underside of llhe to -2 chart when purlins, 2q• are attached to rhe topsiee of thaitop chord t)�/t?g8 =45° Attachment Re red u M!JNO TRUSS_ q WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB D(m)D/50D(ft);;;:_il 12" 1/4" 1' 24" 1/2" 2' 1rV 3/4" 3' 48" 1 " 4' 60" 72" 1-1/4" 1-1 2" 5' 6' 84" 1-3/4" 7' BOW 1 ±T L(n) L(In) U200 Lift) 50" 14" 4.2' 100" I.. 8.3' 150" 3/4" 12.5' I 96" 2" 8. Truss 1tl 108" 2" 9' Depth 1 D(in) I tl I I Lesser of / D/50 or 2'° Ma.pmu-n ti Plumb Misplacement Line BOW 1 ±T L(n) L(In) U200 Lift) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" MI; i L(iLr200 L(ft) 200" 1 " 16.7' 250" 0.1/4" 20.8' 300" 1=1 /2" 25.0' OUT -OF -PLUMS IMSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A1WARKI G: Do not cut trusses. A construction loads of any description be placed' on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 ti L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous , TOP CHORD Required TOP CHORD DIAGONAL BRACE Top chords that are laterally braced can buckle MINIMUM LATERAL BRACE SPACING (DBS SPAN "DEPTH SPA;CING(LBs) #trusses nal bracing. Diagonal bracing should be na'led S!P/DF SPF/H:F; Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 1 6 1 4 Over 48'- 60' 48" 1 5' 1 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 ti L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous Lateral Braci Required Top chords that are laterally braced can buckle togetherand causecollapse if there isno dingo- 10, nal bracing. Diagonal bracing should be na'led to the underside of the -top chord when pur'ins are attached to the topside of the top chcri. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicate( both ends of the truss system. =45° Attachmer Required fOTru so'(Des1 W.,SPF/HF°•o. WARNING: Failure to follow these recommendations cot -.Id result in severe personal injury or damage to trusses or buildings. 30" ar greater 4x2 PARALLEL CHORD TRUSS TOP CHORD Continuous t Top Chord Top chords thatare laterally braced can buckle Lateral Brace \ togetherandcausecollapseIfthereisnodiago- Required I nal bracing. Diagonal bracing should be nailed I �\ to the underside of the top chord when purlins 10' or Greater are attached to the topside of the top chord. Attachment 1y Required lg Tr+ mases @ °•c 3% " t Trusses inus�have lum- ber oriented in the hori- All lateral zonial d rec•ion to use braces lapped th"s brace spacing. at least two trusses. i End diagonals are essential for / stability and must be duplicate. on both ends of the truss system. Frame 5 AWARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with soans hooks to the web mem.3ers. 11A greater than 30' by &e oeak. / 60° � or less TagApproximately Approximately Line 1/2 truss length ',z truss length Truss spans less Ih3n 30'. Spreader Bar Toe In Spreader Bar Toe In Approximate'y It '/:' to ins truss Ieng-Y Less than or equal to EO' Approximately '/� to Y3 truss length Less than or equal to 6C' Toe In Tag Line Toe In Tag Line c Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Line 10, Approxiriately 343 to'!- truss length Grealerlthan 60' t Strongback/ SpreaderBar 3/3 to Sia tr iss length Greaser than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installa:ioi of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance wilft TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal •.ieenenber with multiple stakes (111) CAU 'ON: Ground bracing required for all installations. Frame 2 P,Rrt" rues a` braced; of irasses (EB) S r Top chordbthat are laterally braced can buckle togetheran8 •=uBc collapse if :hem is no diago- nal bracirg iago- nalbracirgi Diagonal bracing should be nailed to the uneera We d the top chord when purlins are attach edNo the topside o, the top chord. 'A x. 1. 12 —, 4 or greater s X+ r.45° Up to 32' 4/12 1 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment _ Required _JT jt 32 I! ;i PITCHED TRUSS WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine r HF - Hier,) -Fir SPF - Spruce -Pine -Fir Conbnu.aus Top Chord Lateeal Brace —� All lateral braces Required lapped at least 2 trusses. SG° ',r,Greater Atta•--hare-M 1 Required \\ o � L "0- _ s s - � = 45 Frame 3 12 v �0 ryP� ey@� Top chords that are laterally braced can buckle togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed Irl, to the underside of the top chord when pvrlins are attached to the topside of the top ehrd. t TOP CHORE) -_ MINIWUM TOP CHORD' DI AGONAL'.GRACIE iiiiiiiMlTI PITCHI LATERAL BRACE SPACING IDBS) SPAN DIFFERENCE SPACING(LBS) [# trussesj. I _ l SP.. DF, SPFfH up to 28r 2.5 7 17 12 Over 29' - 42' 3.0 6' 9 6 Over 32' - 50' 3.0 5' 5 3 Over W See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine r HF - Hier,) -Fir SPF - Spruce -Pine -Fir Conbnu.aus Top Chord Lateeal Brace —� All lateral braces Required lapped at least 2 trusses. SG° ',r,Greater Atta•--hare-M 1 Required \\ o � L "0- _ s s - � = 45 Frame 3 12 v �0 ryP� ey@� Top chords that are laterally braced can buckle togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed Irl, to the underside of the top chord when pvrlins are attached to the topside of the top ehrd. t 12 -� 4 or greater 's ossPs /0, Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -La -ch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii - "-- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A j0 Permanent assP .o. s continuous lateral bracing °C% as specified by the truss engineering. Frame 4 Cross bracing repeated at Each end of the building and at 20' intervals. \ L1 =45° • L 5 /15 t1 a 0 BOTJM CHORD DIACONAL BRACE MINIMUM LATERAL BRACE SPACING (D8� SPAN; ..i PITCH SPA 'NG(LB �I t# trusses] ........ ...... .. 3 ... ::... ' 'i .:i' Up to 32' 4/12 1:5' 20 15 Over 32'-48' 4/12 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional en •sneer DF - Douglas Fir -La -ch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii - "-- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A j0 Permanent assP .o. s continuous lateral bracing °C% as specified by the truss engineering. Frame 4 Cross bracing repeated at Each end of the building and at 20' intervals. \ L1 =45° • L 5 /15 t1 a 0 2 / &9,A' VACCARO, Bill 446 Southgate Ct, Chico ContR: Bert Mais (new commercial office) — FINALED: PERMR: , -- -- — - PERMIT EXPIRES 5 / J7 10,e-) OWNER CONTR. ASSESSOR PARCEL LOCATION t I Temp. Power Pole . Called PG&E_ Temp. Elec. Service Called PG&E Temp. Gas Service Called PGI JOB FINALED Signature = OK 0 -Not OK, - = Not Applicable = Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements, 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connect Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gind.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ` 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -81 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date . Card -1211 Date 3. Gas; MH Test -Demand -Valve -Connector ._ 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -81 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -B1 Date Card -61 Date Card -1211 Date Utz. • 0 = Not OK. = =-Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s , Main; Wit -Steel -El 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. De 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stem IIs, Garage; Steel- Blockouts-Wrapped ab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water�jpie; Test -Anchors -Regulator -Service Test *-E-ectric; Underground 13. Plenums & Ducts; Clearance -Material 14. Girders -Sills -Anchor Bolts -Joists -Ven 15. Insulation n Card -131 .S& Dates f%,ttjj Card -B1 ate Card -131 SR Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Wal Is-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67.Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive •❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84, Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Card -Bt Date Card -B1 Date Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS -�' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE "V aGVY B l60 --y OWNER PERMIT Nd. - A routine inspection indicates that the following violations of County Ordinance exist at / the above address and should be corrected. Please notify this office whencrrection of work is completed. If you have any question pertaini g to this matte , or need additional explanation, please contact this office I mediately. Inspector A"0 Date jV718 % COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ma er, or need additional explanation, please contact this office immediately. y��U vt Q/C S CD utrrz A z "/?rte I I I 4 /"C D ('N �U�7J'-W/s" Inspector Date A COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO A routine inspection indicates that the following violations of County Ordinance exist at he above address and should be corrected. Please notify this office when orrection of work is completed. If you have any question pertaining to this mmatt r, or need additional explanation, please contact this office immediately. u /2 " Inspector. �b�L'�' Date .2 � 49 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891,-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mater, or need additional explanation, please contact this office immediately. / Inspector. Date—:5/2 `f' r? Owner: V Permit No. ENERGY CERT IF ICAT ION -4o � �V - to o 446 South Gate Court Ca LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material Fiberglass batts Brand Name Owens-Corning Thickness(inches) 6 1/4" Thermal Resistance(R Value) R19 CEILING Fiberglass batts Owens-Corning Batt or Blanket Type Brand Name g Thickness(inches) I U --Thermal Resistance(R Value) 730 Loose Fill Type Brand Name Minimum ThicknesM(Inches) Number of Bags Wt. per bag lb. Area covered(ft.`) Thermal Resistance(R Value) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Loerke Insulation Co. FIRM NAME/OWNER _ _ _J ,I:z A-" SIG TUBE OF INSTALLATION APPLICATOR 499150 STATE CONTRACTORS LICENSE NO. July 21, 1989 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. 3 T WAI-5 -//�// 11)q FIRM NAME/ LR( -Please print) STATE CONTRACTORS LICENSE NO. S T RE QL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE'POSTED WITHIN THE BUILDING. January 1984 v � b> i 4 s r. T COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF.— 534-4541 i CERTIFICATEIOF OCCUPANCY Jr This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 818-89 for the following: Use Classification - Office Address or Location 446 South Gate Court, Chico, CA Group 16-2 occupancy; Type VI`d construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date/,---) 3 By -� POST INA :ONSI CUOUS PLACE COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ERIN T NO. • �� 7 County Center Drive - Oroville, California 95965 -Telephone: 916/538-7541 /O ✓ N 1Y 0-4/0 APPLICATION AND PERMIT ASS SOR PARCEL NUMB E �-PIP ZONING ' BUILDING PERMIT OWNER 44w_�� 11391 vi,cf -TELEPHONE Z SQ. FT. 0CC.. BUILDING VALUATION '©� T7 31 OW E'SS4MAILIINN`�G^ADDDyR��ESS pV, R 7ROR'S NAME TELEPHONE O A TO 'S AILING ADDRESS Fireplace CONSTRUCTION LENDER VNKNo�y,- a/ Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ a-7 Ll &-.b ARCHITECT OR ENGINEE _ ` N CENSE NO. 1 Plan Checking Fee $ Energy Plan Checking Fee $ A CHITECT OR ENGINEER'S MAILING DDRESSq YL9-Tii4W Penalty $ MiaI G AD RESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Cata •JUS Each Trap 2.00 O -3-4 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARC L P' Water piping 5.00 Each qas water heater or vent 5,00 < USE OF STRUCTURE 1)A4A-. SF ❑ Duplex❑ Mobilehome❑ Other ►=1 SPECIFY Gas piping system 1 -5 outlets 5.00 Building sewer 5.00 5;� Mobile Home S I G I W 0.00 ea TYPE OF WORK New IK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ (o Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS9_54 10./0. CI -0 00 Main service EA. ADD'L 100AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): �j I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professio s Code and my license is in full and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.e� OR ADDNS. t AGC. BLDGS. NEW CONSTR U TI.OUTLET NON-RESID .BRA CH CIRC ITS 2.50 ea4-7,1.50 APPARATUS e� (SINGLE OUTLET CIR. d50- 02^ • s7 Ex. Occup(OUTLETS OR FIXTURES e00 0 2ALI 30 FIXED APLNS. Ex. Occup. OUTLETSP(RESID.)REAJ 2.00 Temporary service 10.00 • Mobile Home Facilities 15.00 Misc. IYirin g 15.00 Permit Fee $ r Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. .�{ I have placed on file with the County of Butte Building Departmente�L P� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 0-0 Cooling Hood 3.00 r Ventilation FF. 1,vo ,*-a Permit Fee $ a �•p Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save indemnify and keep harmless the County of Butte against all liabilitie jud ents, costs, and expenses which may in any way accrue against sal oun in consequence of the granting of this permit. �� XZ4 Date �” D/ Signature of Applic t - Owner ❑ ContractorAgent ❑ An OSHA permit is required for excavations over 5' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ yl{ N$„ -W \ / N V ISCHOOLIFAOGDLPARC L Po ND SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which ECT0 OF PUBLIC BY PER EXPIRES Date- the applicable provi- resolutions to do fees have been paid. WORKS v Date -1'�I �/ O p Receipt No. 3 �3IR (O WNIT[-D.P.W., YCLLO W-ASe CS3011, PINK-IN9PCCTOR, aOLOCN ROD -APPLICANT ' ( • ' Y��[' • .H.t' .�f .�.. � • ._. �.L e.M :Yr•C • �; 1'Ni4 k -Y 'Yv:.�.�Mry -,._ �.��We �-14w .'rte .� ... Y. • IN ;:INA• .X S COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, Q3 FUFAA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER � 1 a T C'> A. P. No. /0 -2- - of Proposed Building Use Neu) 42"1 Building Inspector B Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... �9. Fees of $ .......................... Chico Urban Area fees paid .:3? D,.D.I:............................. . rk �espa d ...................... ............... p ..... _ `� School District fees aid ................ . Sanitation approval from ►� `r_t �� Health Department ... 14. City of Chico plumbing. permit ' ....................................... 15. Plot plan and business license approval from City of (see City for other requirements 16!PI na ning approval for (A) Use: requirements Parking: ......... / 7. Improvements may be required. Z'rP ser w/636 -B4 18. Driveway permit (construction approval required prior to occupancy) .. . Pre-Inspec. request to 19. Pre -Inspection for required ...... Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... _ 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ ' jor When o'u issue the permit, process as follows: Mail to owner. Telephone29z; and hold for pickup atC-14i � Z) office Other Applicant Mail to contractor! i _Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept., Other Date t Date The following data must be submitted prior to permit is�uance: (Circle new item not checked above). 1. Index permit for above items No -i f 4_5 CJS 2, Additional items required: 11 Contractor, designer, owner, was advised of above required data by phone___jnail_counter byin Contractor, designer, owner was advised of above eq p'r�ed data by_phone_maII—counter by date Plans checked by Date . d "� Plans approved by tl/W Date l s pSets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage D Hold final for: Final clearance O.K. for:. Clearance for _ bedroom mobile home. NOTE *** is posal Water Supply Water Supply .Water Supply Other "?,o 640- V 14 I rl- m Sanftarian Date A & Q ENGINEERING Civil. Efigineers 1280 E. 9th Street Chico, CA. 95928 893-0631 March 30, 1989 d Mr. Vic Vacarro Vacarro Seed— California 446 Southgate Court Chico, Ca 95928 RE: Flood Plain Elevation - AP No. 40 - 40-59, 60, 61 Dear Mr. Vacarro: In accordance with your instructions, we have provided you with a. -bench mark (assumed elevation 218.69) identified by a painted "X" on the curb in front of the subject parcel. The elevation was determined from an assumed elevation of 215.00 taken at the bottom of the bridge girder on the High- way 99 bridge across Butte Creek. The bridge has been designed to pass a 100 year flood. Good engineering practice would dictate that the finished floor elevation be designed to be 0.50 feet higher that the top of curb. This elevation will assure that the building is built a minimum of 4 feet above the flood plain, as projected by F.E.M.A. Please call if you have any questions. Sincerely Mark E. Risso RCE 24016 MER/pm cc: Butte County Building Official Norman J. Scheel, P.E., STRUCTURAL ENG'INEER! 20 Dm .44:. BUTTE COUNTY "G Dr U.'IL'DIN = PM IN EA4T V, IV FL ��CrCi rayl -77 1,5 d'eck, lo'5-fybyck , /"/& 00� Ili/0 5 ly -5 5 z DrL t d /�,? 9- 0 wTL. I, L V-1 PI 010 i!) yel- ep /,Y-?,/) Fd ��CrCi rayl -77 1,5 d'eck, lo'5-fybyck , /"/& 00� Ili/0 5 ly -5 5 z DrL t d /�,? 9- 0 Norman l a' Lg�l P✓ � % � ��� j � S rs _Jt�D�b �LL 1z M (DI / jleadpV T, e OrL F Z. fLF tTi e Force 7 $Co=w q �J61 N �OyF 14ovi q.o W95 75FxrpO5aX c*-; G Ce Cff 1-5 S . z C� 0S�F)CJ.0) = � S ww, wql� Lw, wall �sF �Oo-� CyOY% 1 F-JYCG 02-30 4 4 l4 Q 11 2 - C Li°) CptM /�'ya1_5. on goo 1 Cq(tce 1 4 E HJ 01 q,6 C, Tr Foyl e rY.7`>'? 1.4 c. F 1 ?. -!, -7 Norman J. Scheel, P.E. STRUCTURAL ENGINEER': 3'a v L4, 5A "-.q r P,/?P Z /31(14A _6 L4 (ey, z 7zo L S v 55-00 S 7- z3 cnr:ir/ c �-�- TY Tv ctt0 �� D F )�uEl) / 7 T/ ZZO A OO -r Aa �3 0 K . I mltnou),q- LO COUNTY OF BUTTE - DEPA TM 7 County Center Drive - Orovilie, Cali i rnh APPLICATION N L N MBER �y o ADDRESS i4 n D k -k � Q ch i Q Cf ` � C 0 U; tA; I PA TION LE I MAILING 5lN LLQ1"' INEER'S.d AI SUBDIVISION NAME DRESS of .5�4 4T OF PUBLIC WORKS PERMIT NO. 5965 - Telephone: 916/538-7541 PERMIT USE OF STRUCT'U'RE t Gas piping system 1 - —5outlets SFE] Duplex[]Mobilehome❑ Ware, IIV'a L, Building sewer SPECIFY Mobile Home S G W TYPE OF WORK. New ❑ Addition 2Remodel Utilities ❑ Installation❑ Other ❑ Permit Fee Describe work: x n 0 Contractor i ELECTRICAL PERMIT Main service 11001 OR LESS 100 AMP OR LESS Main service EA A 5.00 .00 e u F i I i ng Fee 10.00 ( i 10.00 CONTRACTORS LICENSE LAW DO L 100 AMP 2.50 I declare under penalty of perjury (check one): BUILDING PERMIT s ' NEW CONSTR TI -OUTLET NON-RESI D BRANCH CIRCUITS2.50 ea TELE �3 (POWER APPARATUS e� SINGLE OUTLET CIR. oNE � SO. FT. OCC. BUILNG VALUATION DIo OR FIXTURES ewLO 30 Ex. OCCU FI XEO APPLNS. OR p• OUTLETS (RESID.) EA.) 2.00 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Temporary service 10.00 TELE NE f ±T Mobile Home Facilities 15.00 ors. (Sec. 7044) ❑ I Fireplace Total Valuation $ (o V UNKNOWN LICENSE No. 9 Filing Fee $ 10.00 Permit Fee $ 10-0 Plan Checking Fee $ Energy Plan Checking Fee $ C kic a %bizL Penalty $ f Al � Permlt fee $ .0-0 ❑ The permit is for $100.00 (valuation) or less. Heating PLUMBING PERMIT Filing Fee10.00 t 71 o Each Trap 00 Solar or heat pump water heater 120.00 PARCEL MAP 00Water piping00 of Consent to Self -Insure. USE OF STRUCT'U'RE t Gas piping system 1 - —5outlets SFE] Duplex[]Mobilehome❑ Ware, IIV'a L, Building sewer SPECIFY Mobile Home S G W TYPE OF WORK. New ❑ Addition 2Remodel Utilities ❑ Installation❑ Other ❑ Permit Fee Describe work: x n 0 Contractor i ELECTRICAL PERMIT Main service 11001 OR LESS 100 AMP OR LESS Main service EA A 5.00 .00 e u F i I i ng Fee 10.00 ( i 10.00 CONTRACTORS LICENSE LAW DO L 100 AMP 2.50 I declare under penalty of perjury (check one): NEW CONST. DWELLING OCCUP.y , OR ADDNS. ACC. BLDGS. /z¢sgft -.w I am licensed under provisions of Chapt. 9, Div. 3 of the Business NEW CONSTR TI -OUTLET NON-RESI D BRANCH CIRCUITS2.50 ea and Professions Code and my license is in full force and effect. ^ License No. ti?$Sac�b Classification (POWER APPARATUS e� SINGLE OUTLET CIR. Ex. OCcup(OUTLETS 209110t `I ❑ I, as the owner, or my employees with wages as their sole compen- OR FIXTURES ewLO 30 Ex. OCCU FI XEO APPLNS. OR p• OUTLETS (RESID.) EA.) 2.00 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Temporary service 10.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Mobile Home Facilities 15.00 ors. (Sec. 7044) ❑ I Misc. Wiring 15.00 am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating j� I have placed on file with the County of Butte Building Department �l a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Notice to Applicant: If after making this statement, -should you become subject Ventilation to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Energy Inspection Fee $ Butte of Ialsotagenter to ndemni�fyeantd othe TOTAL PERMIT FEEL saveh keep harmlessoCountynof Bpurute against all liabilities, judgments, costs, and expenses which may in any way PL000 PAR L PD Ho ,scut accrue against said County in consequence of the granting of this permit. X_V1 rIZ 9~AOI/1 -Date�—fh-� This permit is hereby issued under the applicable provi- Signature of Applicant - Owner [I Contractor ® Agent ❑ sions of the Butte County Code and/or resolutions to do work indicated above for which fees An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. have been paid. DIRECTOR OF PUBLIC WORKS [ Receipt No. 1 67 -1 9 9 __ By _ DAtR MULTIPLk FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) yr. Wall and ceiling coverings (Chapter 47). &T. Glass and glazing (Chapter 54). Human Impact (Sec. 5406). -f6. Building Materials Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS 11'r -General Exit Requirements (Sec. 3301 & 02) (Post occ. load,.etc.). or.' Number of exits, width and locations (Sec, 3303). oao.' Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). .rte Stairways, rise and run, width, winders, and construction (Sec. 3306). Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309). Exit signs and illumination (Sec. 3313 & 14).. Aisles and seating (Sec. 3315 & 16), - k0'. Exits for occupancy.groups A-E'(Sec 3317.- 3321)., E. ENGINEERING REGULATIONS. -DESIGN, QUALITY MATERIALS AND DETAILED REQUIREMENTS ..k! Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. fir --Energy design, calcs, and necessary details (State Law) & compliance statement on plans. .3� Veneer (Chapter 30). Chimneys and fireplaces (Chapter 37). o'!50.'_ Plastics (Chapter 52). Excavation and grading (Chapter 70). ;oK Continuous or Special Inspection (Sec-. 305). tog'." Factory or other certification. 09!' Soils or compaction data. wasT. Noise regulations. Footing reinf. Min. Two #4 bars (cont.). ngineering Calc(s) should include: (a) Roof - Ceiling. V (b) Floor - Ceiling. ` S L (c) Foundation. �i ��405X7 (d) Walls -- Large openings? (consider lateral). /•� (e) Lateral:/�C (1) Roof Diaphram. (2) Shear Walls.' (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 7/85 OWNER (/ 4CAF•KiV S � A1Pg.��Permit ,0 40 6,�- A. GENERAL © ning requirements (sideyards, arkin special conditions, Planning approval). Y. �aluation. 3. Signature by R.C.E., Architect or Building Designer. >provements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. t._�See previous permits and plans in file for expired permits, change of use, / violations, etc. �1. Flood hazard. B. OCCUPANCY REQUIREMENTS 1. Building use 2. Occupancy Class - Z Type of Construction /Q/?COS IT. Building floor areaCW1 ,7tpa Shoo) Occupant Load 2Z 4. Total allowable floor area sq.'ft. Basic allowable floor area /&00 / sq._ ft. Basis for increase /D d'00 G /2Do0 Compliance with occupancy group requirements (Chapters 6-12). J6! Occupancy separations (Sec. 503). o#-: Area separations (Sec..505). .8! Firewalls due to location on property (Sec. 504). ,56r Maximum height requirements (Sec. 507.). Attic separations (Sec. 3205). Ventilation and special hazards requirements (Chapter 6-=12). jR. Fire extinguishing systems, 20 sq, ft. opening/50 linear ft. (Chapter 38). �. Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act;(b) Commercial Pool. Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). �1. Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). Parapet walls (Sec. 1709). �! Toilet room floors and walls (Sec..510). fi►. Physically handicapped (per State Law). Guardrails (Sec. 1711). �! Detailed types of construction requirements (Chapters -17-22). ,oF. Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). - �! Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). Stages and platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42).. Fire resistive requirements (Chapter 43). k, f �ci � • pp / - Joe t�rvrE : S 25-88 Vj�GC/�iE�4 SSD �XGy,�i4�lG �` GiQO!/1`� �— Z fi.Pf,� e� YY�2Q•E+�ffXJ.sE TYF'� �� CGKls77Pt/GTIOrV •: ,� = A/ L OGAT/O�y oW AIPOP',5;P7Y >o 4- 11 WCST v 5' X.Gc�s�i9tiJT 4olr.a j- / WCA /A/CA iWiPoe 64P DA/ 3 sioE S c.Av o'P, 3m v4-- , 1 5 00 2 / (o pE,Or/S -rte- ONLY �,vE ESC/T.. D, �oTcs : 3 fix/ 7S QRpFESS/04� s 1 JCD gN�9� F2� N�C2�3379 VI1. .,oa wo. 33G� ar: J.JJ, �OUiyD�T/o/L! DF s/G�c,/ Jc Ja ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 f2/�S� or p`rsri.f� �i4Ti4 : l/.t//f�OfPfVI .BCS/C.�/iCI�O GOI�E� f98S D�7ipc/ <2o�f civ co4ba AL!-OGc/�PL.,E GOi(/G, GGbt/Jr? STiP�SS o�G� = 2dOo P,$/, v�T Y �/ n L, + (J_. �L'��Wf-fe %CEY1�1/�!%r.�%R :z.0 o. l� STK �'�� 6� �'�, 1�'.L,•t% r C� X is /, 5�f(4-�x Sx S> t<g'x Axl) /O7( 3#'' GfyF��C sua�n�� ; b(� o�ircfiot /a-��-eS.rurc lP�s�s� _ ��, 2 �- !D. 8 • � C 3� �' �, S �SJ . -! 5-O� f L� -. 8. � � K 7 B- 3/ ;': �K 4/3 �. �/OT� ; Gfs'F�/sC/G p� lNwA�D lO.F+1AE-Z /s' NOT 17-1-5 Of4,44,e- Gv/Ge_ �,4? Oft/ '71X S fx 24'I iS" vAai ` Q1?03F ESS/pq, GONG. �e�Ti/til6 Gv ,J - -#',S �c0 S ). JqN 9� Ef• .�iP pa f --1r=-, T Tiyit?US7 f L41a-e .5 Lu m (� C3379 w � CAU' PAGE c OF JOB NO. BY: PROJECT: VACCARO SEED James JosephOn January ARCHITECT ENGINEER BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 G E N E R A L F 0 0 T I N G A N A L Y S I S ---------------------------------------------- ------ DESCRIPTION : RIGID FRAME FOOTINGS DESIGN DATA = 2.8 > Alloys. Soil Press. = 1,200 psf > Soil Density - 110 pcf > Short Term Increase = 1.33 > Soil Ht 0/ Ftg. = 0 in > Ht. of Column Base > Column Dimension Above Top of Ftg. = 0 in Y Direction = 12 in Clockwise Rotation) X Direction = 12 in > Nature of Short Term Load --> 1=Seismic 2=Wind 2 > Does L.L. Moment & Shear Act in Short Term? Y=1 N=0 0 ' VERTICAL LOADS ( Service > Axial Dead Load = 2.8 kips > Axial Live Load = 11.4 > Axial Short Term Load = -10.1 MOMENT—& SHEAR LOADING (Pos. Sign = Clockwise Rotation) ---------------------- Y-Y AXIS X -X AXIS Acting To Rotate About Axis ----------- ---------- > Dead Load Moment - 0 fit -k 0 ft -k > Live Load Moment = 0 O > Short -Term Moment = 0 0 Inducing Moment About Axis > Dead Load Shear = 1.7 kips 0 kips > Live Load Shear = 6.6 0 > Short Term Shear = -7.4 0 FOOTING DIMENSIONS ------------------ > Width Along X -X Axis (Left - > Right) = 7 fit > Height Along Y -Y Axis (Top -> Bottom) = 5 ft > Footing Thickness = 24 in - SOIL PRESSURE SUMMARY ----------------------------------------------- Service Factored Service Factored Rotating About ------- ---------------- -------- Ecc. E Allowable Left Side Right Side Y -Y AXIS ----- --------- --------------- ---------------- ' STATIC 0.68 1,200 289 406 1,102 1,738 psf; SHORT TERM -4.00 1,596 760 5 0 0 ' Ecc. Allowable Top Side Bottom Side X -X AXIS ----- --------- --------=------- ---------------- STATIC 0.00 ... 1,200 696 1,072 696 1,072 psf; SHORT TERM. 0.00.. 1,596 81 21 81 21 ---------------------------------------------------------------------- PAGE C OF JOB NO. 3 BY: J'J ' DATE: ,5 Z5 B8 PROJECT: VACCARO SEED James Joseph, January ARCHITECT ENGINEER BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 FOOTING DESIGN DATA ------------------- > f'c : Concrete = 2000 psi "m'= Fy /(.85f'c) = 23.53 > Fy : Reinforcing = 40000 psi Vu-allow=2(f'c)-.5= 89.4 psi > Rebar CL to F.O.C. = 3.5 in > Minimum Steel % - 0.0018 MAXIMUJ`1 ONE WAY SHEAR ACTUAL ALLOWABLE --------------------- Vu @ Right Side of Column = -------- 1.5 psi --------- 89.4 psi Vu @ Left Side of Column = 3.0 psi Vu @ Top Side of Column = 0.5 psi Vu @ Bottom Side of Column = 0.5 psi MAXIMUM --------------- MOMENTS (12" strip) Moment R -u As:Req'd Mu @ Left Side = ------- 25.0 ------ in -k 5.52 --------- 0.045 " Mu @ Right Side = 76.4 in -k 16.84 0.138 in -2 <#¢ Mu @ Top Side = 25.4 in -k 5.59 0.046 in^2 Mu @ Bottom Side = 25.4 in -k 5.59 0.046 OVERTURNING -STABILITY (Unfactored Service Loads) --------------------- >> Moments about base of footing STATIC SHORT TERM FACTOR OF SAFETY : X - X AXIS = NA NA FACTOR OF SAFETY : Y - Y AXIS = 3.67 0.63 Pf7GE / OF � woe 33-/ James G�5►rE' : S-tZS-SS January ARCHITECTURAL 72VAY TU ENGINEER, R.C.E. D: BOX 97 COHASSET STAGE V CHICO, CALIFORNIA 95926 19161342-1386 1-Yf2P,E. fr 4W SE "Tyi�� Ori GG�cts �t/GTIOic./ •: ,ZZ = /�/ GOG T/o�y o�c/ Alea'' W7Y ;108 >o F 45T x/OE 40 .4 T ,S ,E e-aVAIKV If `ARF -4 /.VC,*, riPA' .+AFP DA/ 3 r AC S jA/LY ONE / �iPE f�POY/o.�✓ � ��pF ESSIpNA e� �S 1. JAN 3/--89 s 23379 s�. IU11- oF- . �OUNDf�Tio�! DFs/tic./ �,'4 Ti4 : f2�5don o�re�Met' l/•t//�O�P�S/! .Bv/G 1��iCl�O C�I�E� f -98S �D�7ipt/ <20� Grri� GOAD, �I►L-OGc/r48LE GOit/G. GGbVI,/� STii��SS v`�� _ � 00 P,�/, �LGOGt/,98G� �E/il/F STEEL /!� /� FiPAME OOT/NGS = l-nwl �x Gy��C sUpl�lG f-lO.B��L'lr.S�SJ�.1vr0O.Af�� 11VA,',4,VD GO.ct-,A-r ds' ti/o Q�oiESS/pN� S 1. JgNG9�ecm rm� ,,-N,9.-A3379 t C off• Gvi�Y /A-/ (JAL/FT 77-/iPUST ff �C/l GF.S T JamesMIM10111111 Joseph January PAGE G� OF ARCHITECT JOB NO. :5 -9 F ENGINEER BY: �J,T DATE BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 PROJECT: VACCARO SEED G E N E R A L F O O T I N G A N A L Y S I S --------------------------------------------------- DESCRIPTION RIGID FRAME FOOTINGS DESIGN DATA > Allow. Soil Press. = 1,200 psf > Soil Density = 110 pcf > Short Term Increase = 1.33 > Soil Ht O/ Ftg.• = 0 in > Ht'. of Column Base > Column Dimension Above Top of Ftg.- = 0 in Y : Direction = 1.2 in X : Direction = 12 in > Nature of Short Term Load --> 1=Seismic 2=Wind 2 > Does L.L. Moment & Shear Act in Short Term? Y=1 N=0 0 VERTICAL LOADS ( Service ) -------------- > Axial Dead Load = 2.8 kips > Axial Live Load = 11.4 > Axial Short Term Load -10.1 MOMENT & SHEAR LOADING (Pos. Sign = Clockwise Rotation) -----_----------------- Y-Y AXIS X -X AXIS Acting To Rotate About Axis ----------- ---------- > Dead Load Moment = 0 ft -k 0 ft -k > Live Load Moment = 0 0 > Short Term Moment = 0 0 Inducing Moment About Axis > Dead Load Shear = 1.7 kips 0 kips > Live Load Shear = 6.6 0 > Short Term Shear = -7.4 0 FOOTING DIMENSIONS ------------------ > Width Along X -X Axis (Left - > Right) = 7 ft > Height Along Y -Y Axis (Top -> Bottom) = 5 ft > Footing Thickness = 24. in '- SOIL PRESSURE SUMMARY ------------- Service Factored Service Factored Rotating About Ecc. Allowable Left Side Right Side ' Y -Y AXIS ----------------------------- ---------------- STATIC 0.68 1,200 289 406 1,102 1,738 psf; SHORT TERM -4.00 1,596 760 5 0 0 Eco. Allowable Top Side Bottom Side X -X AXIS ----------------------=------- ---------------- STATIC 0.00 1,200 696 1,072 696 1,072 psf; SHORT TERM 0.00. 1,596 81 21 81 21 " ; '---------------------------------------------------------------------- ' y JamesMnEm Joseph January PAGE C OF ARCHITECT JOB NO. ? 39 ENGINEER BY : DATE; S -,-Z.5 BS BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 PROJECT: VACCARO SEED FOOTING DESIGN DATA ------------------- > f'c : Concrete = 2000 psi 'm'= Fy /(.85f'c) = 23.53 > Fy : Reinforcing - 40000 psi Vu-allow=2(f'c)�.5= 89.4 psi > Rebar CL to F.O.C. = 3.5 in >.Minimum Steel % - 0.0018 MAXIMUJ`1 ONE WAY SHEAR ACTUAL ALLOWABLE --------------------- Vu @ Right Side of Column = -------- 1.5 psi --------- 89.4 psi Vu @ Left Side of Column - 3.0 psi Vu @ Top Side of Column = 0.5 psi Vu @ Bottom Side of Column = 0.5 psi MAXIMUM MOMENTS (12" strip) Moment R -u As:Req'd --------------- Mu @ Left Side - ------- 25.0 ------ in -k 5.52 --------- 0.045 Mu @ Right Side = 76.4 in -k 16.84 0.138 in -2#¢ Mu @- Top Side = 25.4 in -k 5.59 0.046 in -2 Mu @ Bottom Side = 25.4 in -k- 5.59 0.046 OVERTURNING STABILITY (Unfactored Service Loads) --------------------- >> Moments about base of footing STATIC SHORT TERM FACTOR OF SAFETY : X - X AXIS = NA NA FACTOR OF SAFETY : 'Y - Y AXIS - 3.67 0,63 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE / 7/85 /GC //¢CCf��� ('�/ZQ Ste% Bldg. Permit # OWNER !� 1� S A. P. # A. GENERAL Zoning requirements (sideyards, parking, special conditions, Planning approval). Valuation. .3! Signature by R.C.E., Architect or Building Designer. Improvements and drainage - Land Dev., DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other,per- tinent data. . See previous permits and plans in file for expired permits, change of use, violations, etc. Flood hazard. B. OCCUPANCY REQUIREMENTS 1. Building use 0// 6 GE 2. Occupancy Class �- Z Type of Construction V-A,/ s� 3. Building floor area 83 ZO sq. ft. Occupant Load 9WWC- 4. Total allowable floor areaQ-&a sq. ft. $/DE Basic allowable floor area 0&c) sq. ft. Basis for increase Pxewmrry Compliance with occupancy group requirements (Chapters 6-12). Occupancy separations (Sec. 503). �7! Area separations (Sec,..505). .8� Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507:). Attic separations (Sec. 3205). Xr Ventilation and special hazards requirements (Chapter 612). Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). m4'. Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. Smoke detection system. ...�.�7� Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). --2- Parapet walls (Sec. 1709). ,3! Toilet room floors and walls (Sec. 510). .4! .Physically handicapped (per State Law). .5! Guardrails (Sec. 1711). Al Detailed types of construction requirements (Chapters 17-22). ,.7! Proper roof pitch for roof covering (Chapter 32). ,,8-. Attic access and ventilation (Sec. 3205). �-r Roof drainage (Sec. 3207). .le Skylights (Chapters 34 & 52). ,14!' - Stages and platforms (Chapter 39). ,1-2! Interior wall and ceiling finish (Chapter 42).. ,,,.,1-50.'- Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) ,14' Wall and ceiling coverings (Chapter 47). .. Glass and glazing (Chapter 54). Human Impact (Sec. 5406). J Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). /1-7' Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc:). ,2! Number of exits, width and locations (Sec, 3303). /3' Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). Stairways, rise and run, width, winders, and construction (Sec. 3306). �! Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309). Exit signs and illumination (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). _ Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY MATERIALS. AND DETAILED REQUIREMENTS /UEw f3Gt7G — ,0 / Z S ,= 83Zv Fr Z WEST So.Z 5 GviOTf� — o � x 5 > Z, Z-Zo /0. so /o �000 /ZSle 91000 _ �e� T Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State Law) & compliance statement on plans. � • Veneer (Chapter 30). � • Chimneys and fireplaces (Chapter 37). �5! Plastics (Chapter 52). Excavation and grading (Chapter 70). �3�0� Continuous or Special Inspection (Sec. $95 . _43-- Factory or other certification. iY.' Soils or compaction data. iYIT- Noise regulations. Footing reinf. Min. Two IN bars (cont.). Engineering Calc(s) should include: - Ceiling. ( ) Floor - Ceiling. IRoof ( ) Foundation. ( ) Walls -- Large openings? (consider lateral). Lateral: Roof Diaphram. ( ) Shear Walls. ( ) Anchorage & Tie -Downs. Connections thru-out. Retaining Walls. ZO 4AW G�c�/(�rio�v� S E/ft12,F�io nJ o,v 3 S �aES).• /UEw f3Gt7G — ,0 / Z S ,= 83Zv Fr Z WEST So.Z 5 GviOTf� — o � x 5 > Z, Z-Zo /0. so /o �000 /ZSle 91000 _ �e� T f `rT A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 April 2.1, 1989 Building Department County of Butte - 7 County Center Drive Oroville, CA 95965 Attention: Mr. -John Henry RE: Vaccaro_S.eed { AP No. 40- 40 - 59,60/ 61 Dear John: The bench mark referenced in my letter of March 30_, -1989., --.-the "X" painted on the curb is at elevation 226.51, Butte_Countyj d a t m . Sincerely, Mark E. Risso MER/pm cc: Vaccaro March 30, 1989 A& Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 11 Mr. Vic Vacarro Vacarro seed - California 446 Southgate Court Chico, Ca 95928 RE: Flood Main Elevation AP No. 40 40-5.9, 60, 61 Dear Mr. Vacarro: .In accordance with your instructions, we have provided ypu with a bench mark '(assumed elevation 218.69) -ident if a painted 11X11 on the curb in front of the subject parcel-.. The elevation was determined from an assumed elevation of 215.00 taken at the bottom of the bridge girder on the High- way 99 bridge across Butte Creek. The bridge has been.designed to pass a 100 year flood. Good engineering practice would dictate that the finished—floor elevation.be designed to be 0.50 feet higher that the t'6p'of curb. This elevation will assure that the building is"'builty''.0 a minimum of 4 feet above the flood plain, as projected'-.15�1' by F.E.M.A. Please call if you have any.questions. Sincerely Mark E. Risso RCE 24016 MER/pm Butte County Building Offic.ial 15 yo 411" 7-0 16C( 7- ."OWNER'S NAME: Va cC. Q YOU �;ec a: PERMIT #: CJ (� A. P. #: (' LJ l (�� RECEIVED When approved, process as follows: DATE Mail to owner TIME T (Address) Mail to contractor (Name and Address) Call _ and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required �ov rT� Inter -Depart Memorandum To: Land Development Section, DPW Facts: Building Division, DP1d su81ECT: Improvements and Storm Drainage Clearance DATE: March 77 1 qR9 We have recently received an application to construct a (use) New Commercial by Bpi (owner and/or contractor) at 4 (location) A.P. No. c— Permit Appin. No. and he has been advised to contact your section regarding requirements. f Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit. F. Glander JF G:dd Chief Building Inspector Improvements and drainage plans approved for construction. ' �l�✓z /Q _ � � C � S li/ Improvements and drainage not required for construction.LJ /n/ST1i2Gd�!l 64- Other Other (specify) (signature) ter- z�-may .."f; ES:�e r�•wy•:�ji�*'kvli'1'M�,.i;�''ti�laiV ��1��'..�""y'r�ii.,e.;3`'a�".:isnr`t^�+i.�,�`"i�rt:di•.lai..i::.,..f•«:+...�yh4V✓�::n.,r�: .1ir+�ii :.:,..r' -7:."":v,.. _..w t..:r�. :.�-f•v 3w.;.i.►.. a BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM �.R /(One Form per Building) A:P:' Number D-90-60 Building Department No. School District (2-A City = County Jurisdiction Property Owner « 4--0 Project Location/Address Subdivision w Lot Number Residential Development: Sq. Footage # of Living MHI Addition (Group R) 'Unit's „1 Commercial/Industrial: _ O Sq. Footage ,-New`` Addition (Including Exterior i Roofed Areas) Building Department Representative Date ******************************************************************* (Floor Plans r.eviewed.by School_District Personnel) District Id No. (Z) e_C School District certifies that Ii C.0 •ems :-e_ is P13 -V (Applicant -Name) ft }` (Phone Number) 6:2 So 61L " (Street Address) 6-L> G 9s go (City) (State) (Zip Code) has complied with the requirements of Resolution No. 3�- d4 by the ayment of $ representing square feet. 3� chool District R-epr sent.t ve ate PAID BY CHECK NO. 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Reference in Const. Documents ENVELOPE MEASURES Pagqe 5 [ ] Certified insulation materials per 2-5311(a).,, Note 11 ] skaensseiretsef53�)andmoedityrquemnof2-1b.. Note 02 [ ] Urea formaldehyde foam insulation is installed per 2-5311(c)..,, N/A [ ] Retrofit insulation specified as per 2-5313..., N/A [ ] Air infiltration is minimized by specification of tested manufactured doors and windows and pproper sealing and weatherstripping as per Note 03 & 2-5317 ......................................... Note 04 LIGHTING SYSTEM MEASURES ( J Certified luminaires/ballasts per 2-5314(b).... Note 05 [ ] Independent control w/enclosed areas per.-5319(a) .................................. Note 06 [ J Manual switching readily available per 2-5319(b) Note 01 [ ] Reduction of lighting load to at least one half ter 2-5319(c). Occupancy sensors or grammable Pagq 6 imers meeting CBC criteria may subsMute..... Note 08 [ J Separate switching of daylight areas per 2-5319(d) ...................................... Note 19 [ ] Separate switching of display & valance lightinq in retail and wholesale scores per 2-5319(6)... N/A ( ] Automatic control of displayp Ii hting in retail and wholesale stores per 2-5319M ............. N/A [ ] Tandem lighting of one- and three -lamp luminaires per 2-5319(1) ....................... N/A D A Y L I G H T I N G AND LUMEN MAINTENANCE CONTROLS (when applicable) [ ] Uniform illumination reduction to one-half per 2-5319(e)1 ....................... :......... N/A [ ] Flicker free operation and no premature lamp failure per 2-5319(e)2 ......................... N/A [ ] Time delays to prevent undesirable cycling per 2-5319(e)3 ................................. N/A [ ] Step switching devices with separation between on/off settings per 2-5319(e)4 ................. N/A Reference in Const, Documents [ ] Photocell sensors with a diffusing cover and no opaque cover per 2-5319(e)5 ................. N/A [ ) Manufacturer's instructions provided for installation and calibration per 2-5319(e)6.... N/A [ J Proper installation of controls including sensor location, certification of initial calibration and control of luminaires only within daylit area per 2-5319(e)8 ............................ N/A [ J Visible or audible malfunction alarms per 2-5319(9) ....................................... N/A OCCUPANCY SENSING DEVICES (when applicable) ( ] Visible or audible malfunction alarms per 2-5319(9) ...................................... N/A ( J Limits on emissions per exceptions to 2-5319(e) N/A HVAC & PLUMBING SYSTEM MEASURES Dwg. [ ] Piping insulated as required by 2-5312......... Sht. 1 [ ] Certified HVAC equipment per 2-5314(a)......... CF -1% [ ] Certified plumbing equipment per 2-5314(a)..... Note 010 [ ] Heatinand cooling equipment efficiency per 2-5314N ...................................... CF -1% [ ] Pilotless ignition of gas appliances per 2-5314(c) ...................................... N/A [ ] Automatic controls for off -hours per 2-5315(a)l Note 011 [ ] Thermostat set point requirements per 2-5315(a) Note 012 ( ] Sequential control of heating and cooling N/A per 2-5315(b)3 ............................ Dwg. ( ] Automatic exhaust fan dampers per 2-5316(b).... Sht. 1 [ ] Thermostat controls for each zone per 2-5315(b) Note 013 [ ] Ventilation provided per 2-5316 and 2-5343..... Notes [ ] Ventilation and recirculation air quantities 014 & 015 per 1403(b)3 ................................ Note 016 [ ) Heaters for domestic hot water and/or pools per2-5318 ...................................... Note 017 [ J Power Consumption in Fans ...................... N/A Page 4 of 10 PROJECT TITLE: Office for Vaccaro Seeds DOCUMENTATION AUTHOR: Donna Wallace FIRM: Bert Mais Construction TITLE 24 MANDATORY ENERGY REQUIREMENTS: ENVELOPE REQUIREMENTS: ' 1. Building insulation must be certified by the manufacturer to meet the California Quality Standards for Insulating Material if the insulation is in the following form: Aluminum foil Cellular glass in board form Cellulose fiber, either loose fill or sprayed Mineral aggregate in board form Mineral fiber in board, loose fill or blanket form Perlite, loose fill Polystyrene in board, molded, or extruded form Polyurethane in board form or field applied Polyisocyanurate in board form or field applied Urea formaldehyde foam field applied Vermiculite loose fill 2. All insulating materials must be installed in compliance with the flame spread and smoke density requirements of Sections 1712 and 1713 of the 1985 edition of the Uniform Building Code. 3. Doors, windows, exterior joints, and openings in the building envelope that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. 4. Manufactured doors and windows shall be certified by the manufacturer to meet minimum infiltration requirements. Labels from the Architectural Aluminum Manufacturer's Association (AAMA) or the National Woodwork Manufacturer's Association (NWMA) are evidence that the state standards are met. LIGHTING SYSTEMS: 5. Fluorescent lamp ballasts and luminaires with fluorescent lamp ballasts must be certified by the manufacturer to comply with the Appliance Standards for Fluorescent Ballasts. 6. Each area enclosed by ceiling -height partitions shall have independent control of the lighting within that area. 7. Each area enclosed by ceiling -height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices .shall also be permitted. Page S of 10 TITLE 24 MANDATORY ENERGY REQUIREMENTS,: (Continued) 8. The general lighting of,any enclosed area 100 square feet or larger in which the connected lighting load exceeds 1.0 watt per square foot for the area as a whole, shall be controlled so that the load for the lights may be reduced by at least one -half -while maintaining a reasonably uniform level of illuminance throughout the area. A reasonably uniform level of illuminance may be maintained by controlling all lamps or luminaires with dimmers; by dual switching of alternate luminaires, or alternate lamps; by switching the middle lamps of three lamp luminaires independently of the outer lamps; or by switching each luminaire of each lamp. 9. In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. HVAC AND PLUMBING SYSTEMS: 10. Sinks in -bathrooms shall be equipped with outlet devices that limit flow of hot water to a maximum of .5 GPM, or self-closing faucets that limit delivery to a maximum of .5 gallons. 11. The HVAC system shall include an automatic device to shut off or set back the system during off -hours. 12. Thermostatic.controls shall be capable of providing adjustable setpoints in the range from 55 to 85 degrees F and be capable of terminating heating at 70 degress F and cooling at 78 degrees F. 13. Each zone shall be provided with at least one automatic temperature control device for the regulation of space temperature. 14. Office outside air ventilation required is 1071 square feet / 150 square feet per person x 20 cfm per person = 143 cfm (ASHRAE Standard 62-1981). This ventilation air must be supplied to the building whenever the building is occupied. 15. HVAC ducts shall be constructed, installed, sealed and insulated in accordance with Chapter 10 of the 1985 UNIFORM MECHANICAL CODE. 16. The builder shall provide the building owner, manager, and original occupants a description of the quantities of outdoor and recirculated air that the ventilation systems are designed to provide to each area. 17. Selected water heater(s) shall be certified by the California Energy Commission. Page % of �. ENVELOPE SUMMARY FORM AND WORKSHEET (Part 1of2) CF -2 Project Title: Office for Vaccaro Seeds For Enforcement Agency Use Only Documentation Author Do nna W11 a ace Firm: Bert Mais Construction Date: 03/20/89 ROOF A B C D --------------------------------------------- Roof Propposed Area/ Type Area R -Value R -Value --------------------------------------------- ROOF-1 620 16.460 37.667 ROOM 451 11.080 26..405 ROOM ---------------------------------- ------ Total 1071 Total 64.07 Average R -Value 16.72 Col B,/ D Plan Checked By: Date: ------------------------------------ 9XP0SBD FLOOR ARBA/SOFFITS A B C D --------------------------------------------- Flr/Soffit Propposed Area/ Type Area R -Value R -Value --------------------------------------------- FLOOR-1 FLOOR -2 FLOOR -3 ------------------------------------ Total Total 0.00 Average R -Value N/A Col B/ D GLAZING IN ROOF A B C D B F G H I --------------------------------------------------------------------------------------------------------- Surface Area --------=-------------------------------------------------=------------ Proposed Proposed Type North East South West Horizontal Total (At) U -Value �C --------------------------------------------------------------------------------------------------------- Total 0 E%TBRIOR WALL AREA B C D E F --------------------------=--------------------------------- Surface Area ------------------------------------------------------------ North East South West Total -- -------------------------------------------------------- 287 224 320 303 1134 - ------------------------------------------------------------ Page 7 of (o ENVELOPE SUMMARY FORM AND WORKSHEET (Part 2of2) CF -2 '.Project Title: Office for Vaccaro Seeds For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: Bert Mais Construction Date: 03/20/89 Plan Checked By: Date: OPAQUE. EXTERIOR .W.ALL.S AND DOORS ------------- -.-8----- C D ----------E-----------------------G-----------H-----------I-----------J-----------R---- 212 291 221 945 -------------------------------------------------- Surface Area I ------------------------------------------------------------------- Proposed Wall I Requirement Wall North East South West Total Neat R -Value R -Value Type - (An) (Ae)_ (As) (Aw) -------------------------------------------------------------------------------------------------- (At) I Capacity (Rt) At/Rt I (Rr) At/Rr WALL -1 201 212 273 221 907 1.200 14.970 60.588 WALL -2 Col F/K GLAZING IN WALLS WALL -3 DOOR -1 20 0 18 0 38 1.500 D E ------- ---------------------------------------------------------------------------------- 25,333 DOOR -2 H I .1.500 ------------------------------------------------------------------------------------------------------------------------------ Totals 221 212 291 221 945 Total 85.92 Total MIA Weighted Average R -Value Proposed 11.00 Required N/A 'Col F/I Col F/K GLAZING IN WALLS A B ---------------- ------------- C ------------ D E ------- ---------------------------------------------------------------------------------- F G H I J K -------------------------------------- Surface Area - - Glazing Characteristics ----------------------------------------------------------- I Weighted Averages Glazing Type North (An) East (Ae) South West (As) ) Total (At) ) I U -Value SC .ix Total Area U -Value West Area Total Area ---- - ------------ ------------ -- ---- --------------------------------------------------------------------------- x SC x SC G-1 G-2 66 12 29 82. 189 0.690 0.900 130.410 73.800 170.100 G-3 -------------------------------------------------------------------------------------- a -------------------------------- Totals 66 12 29 82 189 Total 130.41 73.80 170.10 U -Value West SC Total SC Averages 0.69 0.90 0.90 Col I/ F Col J/ E Col K/ F SC Adjustment.Notes: Page a of 16 ` CONSTRUCTION ASSEMBLY C 0 M P L I A N C V FORM CF -3 Project Title: Office for Vaccaro Seeds For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: Bert Mais Construction Date, 03/20/89 Plan Checked By: Date, GENERAL INFORMATION 1 2 Assembly Type and Number .................................................. Framing-Type.................................................................... ROOF -1 WOOD 3 Framing Size.................................................................... 2 % 4 4 Framing Spacinq............................................... 16 inches 5 Insulation in Cavity ............................................................ 19 F-sf-hr/Btu 6 Effective R -Value of Cavity/Framing............................................. 14.21 F-sf-hr/Btu d A 7 A r SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS A Description 1 COMPOSITION SHINGLES 3 AIR SPACELYWOOD 4 R-19 FIBERGLASS BATTS 55 1/2 IN. PLYWOOD 7 8 11 12 B R -Value 0.21 0.62 0.80 14.21 0.62 Total R -Value w/o films ................... 16.46 Insidesurface air film ................... 0.61 Outside surface air film .................. 0.17 Total thermal resistance (Rt) ............. 17.24 U -Value (1/Line 11) ....................... 0.06 C Wall Weiht (lbM) D Specific Heat (Btu/F-lb) Total E Col CHx Col D (Btu/f-sf) N/A Page of I % CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3. Project Title: Office for Vaccaro Seeds For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: Bert Mais Construction Date: 03/20/89 - Plan Checked By: Date: GENERAL INFORMATION ' 1 Assembly Type and Number ................... 2 Framing Type ............................ . . . .. . . . . 3 Framing Size.......... 4 Framin Spacin ........ I ; ......... , ... . . ......... . .............. . 5 Insula ion in Cavit ........................................................ 6 Effective R -Value o Cavity/Framing,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ROOF -2 WOOD 2 2 4 4inches 19 F-sf-hr/Btu 14.83 F-sf-hr/Btu . SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS B C D E Wall Specific HC Description R -Value Wei ht Heat (lb (Btu/F-lb) Col C x Col D (Btu/f-sf) 1 COMPOSITION SHINGLES 0.21 IN. PLYWOOD 0,62 3 AIR 0.80 4 R-19 FIBERGLASS BATTS 14.83 55 1/2 IN. PLYWOOD 0.62 1 8 Total R -Value w/o films ................... 11.08 Total N/A 9 Inside surface air film,,,,,,,,,,,,,,,,,,, 0.61 10 Outside surface air film .................. 0.11 11 Total thermal resistance (Rt),,,,,,,,,,,,, 11.86 12 U -Value (1/Line 11),,,,,,,,,,,,,,,,,,,, , 0.06 Page O of % CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 Project Title: Office for Vaccaro Seeds For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: Bert Mais Construction Date: 03/20/89 Plan Checked By: Date: GENERAL INFORMATION 1 Assembly Type and Number.,,,,,,,,.,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,, 2 Framing Type,,.,.,,,.,, WALL -1 ,.,,,,,,,,,,,,,,,,,, 3 Framing Size,..,,..., WOOD ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4 Framinpaging, .................................,..,.•.••..•.......•.••..............., 2 X 6 16 inches Insulon in Cavity.... ,,,., 19 -f- ,,,;. Effective R -Value o Cavity/Framing, 13,14 F r/Bt u6 F-sf-hr/Btu SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS A. Description 1 5/8 IN, PLYWOOD 2 R-19 FIBERGLASS BATTS 33 1/2 IN. GYPSUM BOARD 5 6 7 8 Total R -Value w/o films,,,,,,,,,,,,,,,,,,, 9 Inside surface air film,,,,,,,,,,,,,,,,,;, 10 Outside surface air film,,,,,,,,,,,,,,,,,, 11 Total thermal resistance (Rt),,,,,,,,,,,,, 12 U -Value (1/Line 11),,,,,,,,,,,,,,,,,,,,,,, 2 3 B R -Value 0,78 13,14 0.45 14.97 0.68 0,17 15.82 0.06 C Wall Wei ht ( lbisf) 1,80 0.70 2.10 D Specific Beat (Btu/F-lb) 0.29 0.18 0.26 Total E Col CNX Col D (Btu/f-sf) 0.52 0.13 0,55 1.20 Page I I of I & ;0 . Y/N segos V/N jegOj ------------------------------------------------------------------------------------------------------------------ 6£Z'Oi eu 6£Z'OI eu , anogy mold sued IIy eu --------------------------------------------------------------------------------------------------------------------- 10181 1010ed 'Ot;;A gndgn0 I zVniel Iogoed '0T;;8 gndgnp UOTgdTlosap------ d1E�-- 031nos •Au00 U6T98p aalnoS -AU03 ubTsap in g ----------------------------------------------------------------------------j---------------- 6UTgeaA 6UT o0 --------Ig-- ------------------------------------------------------------------------------------------------------------ r ZN9NdIpbfl 0MI'I001 0HV 9N'IIvZR Y/N Z8'O 941PAOITS segos --- --------------------------------------------------------------------------------------------------------------------------- 16Z'O ££S'0 --------------- -------------- i 96L'0 t 96L'0 06910 OOL'0 09Z'0 OOS'0 ued IoOpgnp IaAojg 100PUI NY t -0v. 6atgeaH 6uTjooj ---------- ------------------------ sued IOgOed ------------------------------------------------------------------ 6uT4eaH 6UTTOOO butgeag 6uTjooO uoTgdTlOsap iep�i -_sggeAojTy dead --------------------------------------------------------------------------------------------------------------- iagmnH -AU03 'OT;;g aATIp X iOgOW ia�odaszoH a$e1g tnDg f I H 9 d 8 0 O 9 b9A8N8 Ned ;s-Iq/nq8 ........ . . ... ' • . • :..... aut x aut Xa u 19MO but ea / (t Z/0001 9 'I) p I d q A L Iq nial V/N .............. (mojaq sgaap p oM mol;) suoTgTpuoO 6utgeag'Kead 6UTInp Mina magSAS OvAg jegos 9 ;s-IM4fl .................. auT pI x aut xa u Ia�o but o0 I/ (t 7/00 6 Z) XOPUI d i O S ;1%qq q8$ �/N """ ... (Aojaq sgaags410M mol;) suoTgTpUOD bUTj003 dead aT no A61au? m94BAS gAH jegos t qeM LL -0 ....... .....:. ... (j aut7/OOOt X Z OUtq XapUI a eg1PM ued £ sggeAoiTR Z810 I '''''"'(Aojaq sgaags$IoM mol;) sUotgTpu00 6utjoo0 4e9d 6vunp sggeM ued segos Z P TLOT ............................... .........ea1Y 10019 paaoT4ipuo0 T �Z�O bsvwNns ==== --------------:a eQ Ag MOM Ue_d_______________________________________________________________ R q0 i 68/OZ/£0 :agep UOT43nlgsuo0 sTeW glag ;mlTd 93PT M euUop ;zoggnV uotge4u0mn00p Ajay asp AOUaBV guamaOlo;Ua Iotj spaaS OIe039A Io; aoT;;p ;aj9Ts 4091oId vt - SM (saOTpuIIOMOdOVAH) 193HSY80M 3YAH 9NIaIIpa 9'IOAM INSTALLED LIGHTING SUMMARY Project Title: Office for Vaccaro Seeds Documentation Author: Donna Wallace Firm: Bert Mais Construction Date: 03/20/89 PROPOSED ADJUSTED LPD CF -5 For Enforcement Agency Use Only Plan Checked By: Date: -------------- 1 Total Installed Lighting Watts (from below),,,,,,,,,,,,,,,,, ,,,,,, 2032 Watts 2 Control Credit WattsWS-5A)......................... .....:... 0 Watts 3 Adjusted Watts (Line I - Line 2) ....................... 2032 Watts 4. Conditioned Floor Area (from CF-1),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1011 sf 5 Adjusted LPD (Line 3/Line 4) .......................... 1.90 Watts/sf 6 [x] Allowed Whole Building LPD (from CF -1, Part 1) or [ J Allowed Tailored LPD.(from Line 5 of WS -5C),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 2,50 Watts/sf INSTALLED LIGHTING SCHEDULE A -------A---------------- B ------------------------ C -------------------------- D ------------------9 B --------------=------------ F Luminaire. Reference in Watts per Luminaire Reference Construction Number of (incl, ballast) Total Code Documents Luminaire.Description Luminaires Watts ------------------------------------------------------------------------------------------------------------------------ Non-standard value? X A Drawing Sheet 2 4' Fluorescent w/2 Tubes 6 112 1032 B Drawing Sheet 2 8' Fluorescent w/1 Tube 9 100 900 „ C Drawing Sheet 2 Incandescent 1 100 100 ------------------------------------------------------------------------------------------------ Page Total 2032 Building Total 2032 Page 13 of ! (p ****** SCM ENERGY ANALYSIS MODEL VERSION 2.014 ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD *** PRIMARY DATA ************ FILE NAME : C:\SCM\VACCARO\VSEEDS BUILDING TYPE : OFFICE BUILDING TITLE : OFFICE FOR VACCARO SEEDS AREA (SQ.FT.) ************* EXTERIOR WALL .......... WINDOW.: NORTH/NORTHEAST . EAST./SOUTHEAST ............ . SOUTH/SOUTHWEST .... WEST /NORTHWEST ............................. ROOF.............................................. GROUND FLOOR ......................................... CONDITIONED PERIMETER (LENGTH) ........................ ZONE CONDITIONED FLOOR ................................ 'R' -VALUE (EXCLUDING FILM RESISTANCES)' ************************************** DATE: 03-20-1989 TIME: 19:48:25 PAGE : • 1 945 66 12 29 82 1071 1071 141.83 1071 WALLS................................................ 11 WINDOW (INCLUDING INSIDE FILM RESISTANCE) ............ 1.37 ROOF................................................... 16.72 FLOOR................................................ 0 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE ............................... COOLING EQUIPMENT TYPE ............................... HVAC COOLING CAPACITY (IN BTUS/HOUR) ................. ECONOMIZER .......................... FAN POWER (WATTS/SQ.FT.) ............................. AIR CIRCULATION RATE (CFM/SQ.FT.) ..................... OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION ............. SHADING COEFFICIENT .................................. HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) ............ LIGHTING LEVEL (WATTS/SQ.FT.) ........................ FLOORTYPE ........................................... CLIMATE ZONE ........................................... ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE ........ HEAT PUMP AIR CONDITIONER 41000 NO .77 1.31 0 .9 1.21 2.5 SLAB 11 101 PCA -3 le- 14- 0-f- ****** SCM ENERGY ANALYSIS MODEL VERSION 2.OH ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD *** ***************************************************** SECONDARY DATA ************** PHYSICAL PARAMETERS ******************* DATE: 03-20-1989 TIME: 19:48:26 PAGE: 2 DOOR AREA (SQ.FT.).......................................... 38 DOOR 'R' -VALUE (EXCLUDING FILM RESISTANCES) ................. 1.5 WALL ABSORPTIVITY ........................................... .7 ROOF ABSORPTIVITY ... ........ . .......... ....................... .7 CEILING HEIGHT (FT.) ........................................ 9 SHADING ******* SHADING COEFFICIENT : NORTH/NORTHEAST ....................... .9 . EAST /SOUTHEAST ....................... .9 . SOUTH/SOUTHWEST ....................... .9 WEST /NORTHWEST .9 DOES THIS BUILDING HAVE. WINDOW OVERHANGS .................... NO DOES THIS BUILDING HAVE WINDOW SIDE -FINS .................... NO MECHANICAL AND.ELECTRICAL ************************* RATED HEATING EFFICIENCY .................................... 3.2 RATED COOLING EER ........................................... 8.2 WATER HEATER TYPE ............................................ ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING STRATEGIES ............... NO SOLAR WATER HEATING SYSTEM .................................. NO Pa9� IS o4-' 1 I f ******* SCM ENERGY ANALYSIS MODEL VERSION 2.OH******* DATE: 03-20-1989 *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS *** TIME: 19:48:35 ****************************************************** PAGE: 3 CLIMATE ZONE 11 BUILDING FILE C:\SCM\VACCARO\VSEEDS BUILDING TYPE : OFFICE BUILDING TITLE OFFICE FOR VACCARO SEEDS BALANCE -POINT TEMPERATURES AND DEGREE-DAYS INPUT ANNUAL LOADS (MBTU'S) --------------------- HEATING 3.9 COOLING 35.0 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S SITE DAY NIGHT SITE COOLING BPT1 = 41.49 BPT1 = 64.74 LIGHTING 29.9 BPT2 = 39.29 BPT2 = 70.86 6.0 SITE BPT3 = 39.29 BPT3 = 70.86 SITE HOT WATER HDD = 119.66 HDD = 4477.97 CDD = 8080.61 CDD = 145.76 ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) 272.8 OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) 443.7 OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) 271.2 OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 428.6 PEAK COOLING EST. = 51581 BTUH - HVAC COOLING CAPACITY = 41000 BTUH ANNUAL LOADS (MBTU'S) --------------------- HEATING 3.9 COOLING 35.0 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S SITE HEATING 1.3 SITE COOLING 22.6 SITE LIGHTING 29.9 SITE RECEPTACLE 6.0 SITE FAN 12.8 SITE HOT WATER 0.5 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING 3.6 SOURCE COOLING 63.3 SOURCE LIGHTING 83.8 SOURCE RECEPTACLE 16.8 SOURCE FAN 35.9 SOURCE HOT WATER 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 207.5KBTU/SQ.FT. -------------------------- ( NOTE: 1 KWH = 10.239 KB.TUS OF SOURCE ENERGY ) Page- 16 o 42� 1 to -(6-7DO -z 41V 5/� 4 r 14 --o (3 3) el 807TG Co 8LIJLDING Dl;pAQrtlgNT Apppo v Ve® 56 1 . 6 0 0 "R *#.,.-i-* 1---' &VTL- 272. OBRO 4 6 0 p GO 17 3 413 - 1235. 4 li 2 7 , Pb Sir, 5E'6� Fd z-. 7 y -e Y Fotq�h vt2 X for, twdc- cv� V -F - (P 0 i' Norman J. Scheel, P.E. STRUCTURAL EN61NEER�. � ,"� .q' '�" ..??'� i .f," • f* ; �'�? s t - � E�,,{���.�� ��..,. r LgiP��l ,q-�v�q1/Sr> C Iz , M � � � / tl2aliP{�-� �— — 127 Z �--- 8 Z. P� F �Ti e Force I 3t0 lZ 376 # '7 y) N /Z.I�ASF W95 7s J�i�N��osar� G I.Z Cp 0s�F)C.o) l 6 4) f5F w (.5-) - �f.O. f�SF Lw, wall �SF �06-� cNoYJ Fayee-' = C23oy4 /4 Q) OLIO) Cpu,�vy�� Iy on )fog C?wce i 4ErHJ01 'W5 G, & 01--,- ✓5F I?_37# Norman J. heel, P.E. STRUCTURAL ENG'INEER;, Y e r fe '; k" a kl r v iii Arj „ S,(f Sr3 fr'"izi A L d 717. 13a�L — q/znr I 13�C�j•5)�6) C �+ y t 9 �2� Cr �5� Cy 5)� z 1 L4 -3 /Uo It//"# 0�1 9 • S' ria 11 C_ Z Z 7zo psi To at -v p J'F- L�?( 14 P Elf-05� i�r 1-2,70 f1 xc.k6Y �o`tS D_ rL. PERMIT NO. PERMIT EXPIRES OWNER VACQUO SEED CONTR. modprn Elliidi ASSESSOR PARCEL 40-40—bk H LOCATION 446 Southgate Lane, Chico Temp. Power Pole . Called PG&E— Temp. Elec. Service Called F Temp. Gas Called F JOB FINALI Signatui i u =OK 0 = Not - =Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks; -Easements -Flood -Slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De _ 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Del 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25.'Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -131 Date Card -B1 Date Card -131 Date Card -61 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -81 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing DRe FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50toarpgp Fire Protection Framing 51. o e t ine Firewall & Openings 52 oors-One 3' -Check Garage -3rd story, 2 exits 51. Stair4; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Ply o bo Overhang -Attic Vents -Rafter Outriggers 55. i ng- ling V neer 56. Stucco M sh-D p Screed -Fd. Vents-Underflr. Access 57. ng A a lass Protection -Skylights -Plastic Sts Inewr - ailing -Bolts 60.`1nf i I Card -131 Date V Card -61 Date Card -131 Date Card -131 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -81 Date Card -61 Date Card -131 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) =OK- 0 = Not OK ' = Not Readyable MOBILE HOMES ' MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Dale DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P' ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -131 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -B1 Date Card -81 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -61 Date Card -131 Date Card -B1 Date Card -B1 Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORD - ' 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1865-88 for the following: Use Classification Warehouse Address or Location 446 Southgate Ln.. Chico Group B—'2 occupancy; Type II—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 9/16/88 By % POST IN A CONSPICUOUS PLACE . . 'under (Over) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. � 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATI WAND PERMIT ASSESSOR PARCELN MBER 1 41 C/9 4OWNER ZONING y BUILDING PERMIT Car Seed -q CC& TELEPHONE 93ILO S0. FT. OCC, BUILDING V ATION o �� 0 0 OWNER'S MAI LI G ADDRESS o u Ckt Cf ��'► co g59� 7 CO TRACTOR'S NBF 1L 1 TELEPHONE CONTRACTOR'S MAILING ADD SS Pe36.b �? ?— C 1 C IS T I _% F i rep l ace CO STRUCTION LENDER UNKNOWN Total Valuation 1 $ 41; 9 D Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ , o -p A CHITECT OR E GINEER gi S aAJ "OL LICENSE NO. 3,9 Plan Checking Fee $ / Energy Plan Checking Fee $ I ECT OR ENGINEER'Sj�AI G ADDRESS /� 1 8 (! e -i1- �4 C e C a _kAZ Penalty $ BUILDING ADDRE 3 �IYPermit 6 u .v fee S CO ' PLUMBING PERMIT Filing Fee 10.00 117 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other WICLr< �A q6to 5 %0_ SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK. New ❑ Addition Remodel/Utilities ❑❑ C -]l InstallationOther Describe work: �(di %� �O J i Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. BZ� aa6 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.a) ,h¢sgft OR ADDNS. ACC. BLDGS. NEW CONSTRMULTI-OUTLET '2.50 ea NON.RESID BRANCH CIRCUITS) POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp�OUTLET3 OR FIXTURES eAL9 BAL030 so Ex. Occup. OUTLFIXEETS P(RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. CK I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee s Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueJJJ against said County in consequence of the granting of this permit. �) ��--��; X 1�,Lldlf��aff�7 Date ;(Lge Signature of Applicant — Owner El Contractor ® Agent Elwork An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PER IT FEE $ ," �� OCCUP. CONST.TYPE scN L FLoO PAR L PO No 139U This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECTO OF PUBLIC BY PE IT XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date � ^�L—? r L� Receipt No. i t -1 q 9 1, -a.P.W., YELLOW-ASOCSSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT aJ'�'Y.'�'Y7,�.;-:tf�'�.(E�'f`.kv:i' '� T �'�d, � �y�y; 'Y:`"�,�` � � r.��; , ��i ,�. .•q.' %� � 1,v�M11 -'"`q�+t � � � �yC+f'''_�ri�''�'t� f b.: —e'r� COUNTY OFBUTTE- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;4AL•IF08NIA 95965 (TELEPHONE: 916/538-7541 ' PERMIT APPLICATIOid DATA SHEET / Permit No. cc r OWNER " Q a 5e- e A. P. No. qD " 4/0 T5 Proposed Building Use Building Inspector Date 9 �S At time of permit application, I was advised the following data must be.submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . n 2. Plot plans in duplicate/triplicate, signed by preparer of plans. _ 3. Complete,plans in duplicate/triplicate, signed by preparer of plans. 4. Complete eng•lneer-ed plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. 6. Sclool-Districtr` Fees Paid" Stamp on Floor Plan. Statement of Intent for Non -Heated and. AC Buildings. 8. Fees of $ �:►G f i�. r 9. Letter of signature authorization. . ' . .. t: '� 10. Sanitation approval from—h �_� Health Dept. 1 P,lannig,approval for (A) Use: (B) Parking: 7 P—Z-` ' '7 12. Certificate of Workmen's Compensation Insurance. f!� t 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) f' - 0 1 Improvements may be required. . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . .Pr.:�.`i' j• 17. Pre -inspection for__ _- Re wired, 1'13.1-Insperequest to (Date) p ----- -- - --- -- � .q Building Inspector 18. Recorded copy of Agricultural Acknowledgment `Statement. 19. Driveway Permit, 0 Plot plan approval from city of C. r4b7xs 22. — — — --t. When you issue the permit, process as follows: Mail to owner; Kt l�O contractor_ Telephone and hold for pickup at office, Deliver w/inspector: Other Applicant � `r. Date In—Q. f,) Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pri - tj p rmit Issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: f Contractor, designer, owner, was advised of above required data by—phone---naiI—counter by date Contractor, designer, owner, was advised c? above required data by—phone—mail c unter by date Plans checked by A011140. Date 7-748' Plans approved by� Date 7-74( r Sets of plans on hold in File cabinet AP folder 1�_p Copy -DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I Owner LocatioqD.-L),o -100 App Plan Approved for: Sewage Disposal _ Water Supply Hold final for: Water Supply Final clearance O.R. for: Water.Supply Clearance for _ bedroom mobile home. Other )( [nn I I 1 /4 !' I A ' •1 Date b. 0 - 6,1=w 49 0 TO: TRANSMITTING Herewith Personal Delivery Separate cover STATUS Preliminary In Progress Final LZ Jc Ja ARCHITECT ENGINEER BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 Job No. 5547 Date J� 0 Y' Attn.-71 .� THE FOLLOWING:: FOR: 91 Z7/7Prr�i!r e ICG�Ti� � Approval Information MESSAGE: �� C 01 C. C. TO All LN, rg r Lt I Ir Signed r Checking X Your use Files Processing Review -comment C As requested James :Joseph.. - January ARCHCT ENGINE R BOX 97 CONASSET STAGE CNICO,CAUFORNIA 95926 19161342-1386 !Y! ovF-i�Au_ bl►dlEN5lo.Ns, . _......... jZEl�Ll.11FZEMEN'fs. ... • I N ITIAI: fi7U K TC7 4.ET FvFM � �TAK��, NATO. PE INw.�1DEt� IN REGZ1.111ZEt� .- L�F�1"I-I #Vo� `'"1.0UA1 SPP���T Q�pFESS/o/v m ./q3379 � W. C9 6-j To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: June -13, 1988 S�drn^ �/Q/Gtay,D I 03 - 3 z - We have recently received an application to construct a warehouse addition (use) by Vaccaro Seed of California (owner and/or contractor) at 446 Southgate Lane, Chico (location) A.P. No. 40-40-60 Permit Appin. No. 1865-88 and he has been advised to contact your section regarding requirem�ts. Would you please advise, by signing this memo, when you have cleared Y � the improve- ments and storm drainage facilities for this project so we may issue the required permit. JFG: dd F. Glander Chief Building Inspector Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. X7 Other_ [/ !t . y;, (specify) e r. 1 a/ DC! e1lo. 2-ZG-fig (date) NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings of the building to be constructed as a (please print) under at 446 Sould GKIE LA) (bldg.permit no.) .(location) CN1CO Ch, , hereby certify that I do not. intend'to htat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with -the regulations. I understand that any of the.above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner � Mailing Address 4i6 SOU GRTE lu CHtLo W91-1 Telephone No. 4 PERMIT NO. PERMIT EXPIRES— �/30/ OWNER ViCCARO.SEED CONTR.— Modern Steel Str ASSESSOR PARCEL &xkx 40-40- port LOCATION E/S Sathdate.Ln, 14 mi from 99E. Chic I Temp. Power Pole_ CalledPG&E Ternp. Elec. Service Called PG&E Temp. Gas Called JOB,FINAL Signatt 7 U V = OK t 0 = Not OK Not Applicable ak = Not Ready r + ", r. RESIDENII Single and Duplex) Date UNDERFLOOR Plans OK except#'s Date FRAMING (Continued) 4--Zo-nLng requirements -Serb cks-E sements 48. Property Line Firewall & Openings fig., s -St -E Grnd.- r /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits - - /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers e s, MZis-St6el=Blockouts-Wrapped a 52. Siding -Nailing -Veneer temwalls, Garage; Steel-Blockouts-Wrapped 1 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access F�ce�laee-Flg - " 54. Glazing Area -Glass Protection -Skylights -Plastic W.V.: -Fit-T - way C/O- est 1 55. Sh!Z Walls; Nailing -Bolts 10. Water Pipe; Test -Anchors -Regulator -Service Test te-EI'ectric; Underground 1lls-Anchor Bolts++ Card -BI Date Card -BI Date PCard-BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI e nrX�ga d -BI Date Date FINAL (Plans) OK except #'s Card -BI Dale Card - l oe Date TI--ex-t. Date . PLUMBING (Permit) OK except #'s Steps -Door & Sidelight Protection -Landings mo a elector - 14. Water Ht.; Vent -Access -Combustion Air - ove oor- ucts-Meth. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels _ ,�- _19. Gas Pipe; Size & Anchors -62. 9ta"wJ_&_Rfi49ow learm- Card -BI Date Card -BI Date Kit. ix . & Appliance; rn .- trGap- oo ing 'Card -BI Date Card -BI Date n er . Date ELECTRICAL Permit OK except #'s - 20. Fixture & Transformer Clearance -Ins. Protection r' .. - - - In Garage; Above Floor-Mech. Protection�Plb., 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. _Size Boxes & No. of Conductors -Stapled Lam& ,&qwp•-Listed for Location F.6) Reffo*44olec- _ 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water - - - - 25. 26. 2 Appliance Circuits in Kitchen & Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI e & Wood -Earth Clearance Loo. ed under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes El No 7+�Following instld.: Drive �eT [:]No; Walks ❑ Yes 5; -Rd, Planters ❑Yes C _ 28. Service -Riser Conductors & Ground -Main Disconnect _ FTIVMr- 29. Equip. Clearances; Panels-Motors-Mech. Equip. is o_the_s Closet Light -Shower fight]---------Ar-Vents Ac e - B Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 7 Wat Well; Disconnect, Electrical, Plumbing Ext 'or Elec. Trim; G.F.I. Receptacle -Underground Card B -I Card B -I Date_ _ Card -BI Date Date Card -BI Date Or. -Ventilation throughout House 02'. --Glass Protection Date MECHANICAL (Permit) OK except #'s 48T. 099 -T" -Meters TaKe-d; Ges_EI tc . 66�WAter-&-Strwer C cted-C/O to Grade -HD Approval 31. 32. 33. A.C. Ducts: Insulation & Support V_ent_Fan; Exhaust above Insulation Condensate Drain _& Overilow; Size & Grade s _ Card -BI__ 34. 355.�% Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic �Accce�ss & Platform if Fur n ce in Attic DateCard-BI Date Car dBI Date - BI Date Card -BI Date Card -BI Date Card -BI Date Card -81 Date Card -BI Date Card -BI Date Date*FRAMING(Plans) OK except #'s Comments at Final: _ . 36. _Sills; Proper Material & Anchors _ 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing____ Draft Stop in Walls (rat proof) 40. �41. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors CIng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - 46. 47. Bdrm. Windows or_Exiling Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) J OK 0 = Not OK - = Not Applicable MOBILEHOMES f MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings. Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Ritrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except H's Date _ POOLS (Plans) OK except #'s 1, Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI .. 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date Inter'-Departme�Memoranrum TO: '�vN FROM: J , SUBJECT: ad& /-VIS V dre e-&Ao 5�pP// DATE:. 6 + Y, y COUNTY OF BUTTE r DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 " CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number _616-84 for the following: Use Classification Warehouse Address or Location 446 Oouthcrate Ln., Chico Group B-2 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public - s Date 1/27/86 By POST IN A,CONSPI OUS PLACE J.F. Glander COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. 3 Y ASSESS R PARCEL NUMBER -A t7 ' ZONING BUILDING PERMI OWNER T� EP ONE 3- 71 SO. FT. OCC. BUILDING LUATION p 2 oa OWNER' MAILING ADDRESS CO TRACTOR'S N ME� ELEPH NE CO TRACTOR'S MAILING ADDRESS . —L �7 Fireplace CONS RUCTION LENDE UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILIN ADDRESS Permit Fee $ % ARCHITECT OR ENGINEER LICENSE No. f� � Plan Checking Fee $ s, Penalty $ ARCHITECT O ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS 3 S _ PLUMBING PERMIT Filing Fee 10.0 t Each Trap 2.00 6f� Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP -3 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other ���F�<J g ^ SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New14 Addition❑ Remodel❑ Utilities[— Installation❑ Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service &ooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. OR ADDNS. ( ACCDWELBLOGS.LING CCUP.&� 21/22sgft ' CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. License No. �Z & 00� y Classification ❑ I, as the owner, or my employees with wages as their sole' compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) . ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI.OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTR POWER APPARATUS &) NON-RESID, (SINGLE OUTLET CIR. zo®goa Ex. Occup(o Ts OR FIXTURES SAL030 FIXED Ex. Occup. OUTLETS P(RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 a Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, i and keep harmless the County of Butte against all Iia ' ities, judg nts /c ts, and expenses which may in any way accrue again aid Count inZcn,16quence of the granting of this permit.XDate 3%57 ner ❑ Contractor ❑ Agent W1 Signature of plicant — lor An OSHA permit is requiredexcavations over 5'0'; deep and demolition or construct- ion of structures over 3 stories in height Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP JV1101 �—.2. CONST. yN\ NPARCEY1 PD N 9 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF UBLIC •"� By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �D .��� eceipt No. 07 35Z �0 �NI TE -D. P. W., YELL -A SE R PIN SPECTOR, OLDENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 • ' APPLICATION AND PERMIT , ASSESSOR PARCEL NUMBER 10 -40--37 D ZONING BUILDING PERMIT OWNER �p C� • TELEPHONE ,SQ. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE G TRACTOR'S MAILING XeWl& Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS _ z PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 &WI to Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Yt-q 1pj e lez0m Fin�2 /� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10ov OR LESS 100 AMP OR LESS ( 10.00 0 9C7 Main service EA. ADD'L 100 AMP S 2.50 15-0 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2t/2 OSq ft CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (Check one): R1 I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. ��� Classification 0--/o ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI-OUTET 2,50 ea f,�0 NON-RESID BRANCH CIRLC ITS NEW CONSTIR/POWER APPARATUS &`` A p� NON-RESID, \SINGLE OUTLET CIR. / VV Ex. OCCUp(OUTLETS OR FIXTURES BA 50 30 t FIXED APPLNS. OR \ Ex. OCCUp. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai t said County in consequence of the granting of this permit. n `� X�A6L i�nA,;e 0 Date 42--E 7 Signature of Applicant — Owner E] Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep andel demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE 01- CONST. PARCEL PD HD IesuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC I y 4Date PERMIT VPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Receipt No.I!V7'l-s— WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT tiQ. ASSESSO PARCEL NUMBER ' ) r - ZONING BUILDING PERMIT OWNE .c� i- P TELEPHONE SQ.FT. OCC. BUILDING VALUA N OWNER'S MAILING ADDRESS CON ACTO 'S NAME ELEPHONE CON RA TOR• -MAI ING ADDRESS ' !1:,) Fireplace CONSTRUCTIO LEN ER U KN 6`WV Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING DRESS ' vn ,.� PLUMBING PERMIT Filing Fee 10.00 ` L 1 Each Trap 2.00 Solar Water Heater 20.00 k Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other W a r-coi6 1 S `e� SPECIFY Building sewer 5.00 Mobile Home I S I GJWJ 110.00 e TYPE OF WORK New❑ Addition❑ Remodel Utilities Installation❑ Other Describe work: l'�_ �i�t' �{•.2 6L� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 100 A 5 t Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.&` OR ADDNS. ( ACC. BLDGS. / 2I/20Sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (See. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON-RESID R BRANCH CIRCUITS CT 2.50 ea NEW CONSTR. POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. Occu zo®soe P�o OR FIXTURES BAL®30 FIXED A FIXED APPLNS. OR EX. Occup. OUTLETS (RESID,) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 1 — J�UU �on Permit Fee $ ContractorAi les. WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiI!ngFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag i st s id Count i consequence of the granting of this permit. X Signature of Applicant — Owner Contractor 1:1 Agent ❑ An OSHA permit is required for a ovations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which I C OR OF PUBLIC / By PERMIT EX ES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. s�� �� L� / WHITE-D.P.W., YELLOW-ASSeSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT P RMIT 1 O. LL 4J ASSESSOR PARCEL NUMBER 4 0-4 0 ZONING BUILDING PERMIT OWNER Vaccaro Seed TELEPHONE 893-4718 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME Modern Steel Structures TELEPHONE 891-4533 lst renewal CONTRACTOR'S MAILING ADDRESS P.O. BOX 772 Fireplace CONSTRUCTION LENDER none UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee 2 FEE $ 215.50 ARCHITECT OR ENGINEER MA LICENSE NO. 9-4 A7 Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 220 Grand Ave., Oroville Permit fee $ 225.50 BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 E/9 Southgate Ln., app. � mi. from 99E Each Trap 2.00 Solar Water Heater 20.00 Chico Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other warehouse SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: — .St renewal Permit #636-84 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 21/20sgft CONTRACTORS LICENSE LAW I declare under penal y of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 0©ff License No. �� Classification 21 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for th's reason NEW NON -RESIT R. BRANCH CTRCTITS 2.50 ea NEW CONSTR POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. 20050c Ex. Occup(ourLETs OR FIXTURES BAL@30 Ex. Occup. ou OUTLETS ED P(RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. K I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, i de nify and keep harmless the County of Butte against all liabil'ties, judg t , costs, and expenses which may in any way accrue gainst id Coun in onse uence of the granting of this permit. X Date / ignature of A licant — OWrler ❑ Contractor ❑ Agenr An OSHA permit is requi ed for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stori�ss in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 225.50 OcCUP. GROUP TYPE OF CONST. PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC F P LIC WORKS P By ate ` PERMIT EXPIRES ate 3/30/8 Receipt No. 'i 7 4E 8 K WHITE-D.P.W., YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t.R , "i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION i COUNTY CENTER DRIVE - OROVILL.FE,.OA&FORMAy 95965 - TELEPHONE: 916/534-4541 iii t ryr.rr.aw« + i ,i� PERMIT APPLICATION DATA SHEET Permit No. OWNER VIT Cel -P:0 56 � A. P. No. .�yIJS, Proposed Building Use" Permit Fee Based Upon: Complete Contract Price DPW Valuation Other (Explain) Building Inspector Dated At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . F 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. 'State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. �PV8. Fees of $ A . . . . . . . Letter of signature authorization. . . . . . . . . ' Sanitation approval from CWPO Health Dept. 1. Planning approval for (A) Use: (B) Parking:–. 7 GYt.47je_ � 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 1 Owner -Builder Verification (Given to owner[:], Mail to owner ❑) Improvements maybe required. 1/s/09-44 e,-;Nw 16. Mobi-lehome Installation Data. . . . . . . . . Pre-Inspec. request to 1 (Date . 17. Pre -Inspection for Required. Building Inspector j Other 42� ©f2i'��1� 4 ,r'� /)©(=tjl ll w. _ 3 /6- s h f'_ Nss %S0II ' Mail to contractor. ,eco Telephoner � and hold for p' pmt ice. Deliver w/inspector. i Other _ Applicant .�_�//��%i't Date 7, Cop of plans sent Health Dept,- Fire Dept., Other Date -03107 Iff During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above t ti I' Oko, ' cl. t ) 1. Index permit for above Items No. 2. Additional items required: wee_ (6.666 C� W Co tracto , esi ne Owner) was advised of above requl ed dat b elephone Mail Other. By Date Plans checked by Date Plans approved by A W Date Other: 1 - - ®� ;,lam-.•- Copy—DPW TO: Building Department r ; FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance e44" 0 Owner Location AP# cc+ 3X" Plan approved for: sewage disposal 41� water supply iy Hold final for:. water supply Final clearance O.K. for:-- water supply Clearance for bedroom mobile home. Other o17�g A.F Note*** Sanitarian Date 1 1 .1,, NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS r 1Statement of Int1ent'for Non -Heated and/or Non -Air Conditioned Buildings I, Qowner of the building to be constructed as a (please print) wa- A'r�oWaR - under ('Z� 1V at (bldg.permit no.) (location) t&z�> , A`P?,� o^,tU- , hereby certify that I do not intend'to htat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that ifI do heat or cool this building in the future, that I will be'"subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to -the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter -(1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the.above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building ' Department. Signature of Building Owner L/�iC�C��/� Mailing Address ��X 15 Telephone No. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Centef Drive, Oroville, CA 95965 ;l� Modern Steel Structures P.O. Box 779 Chico, CA 95926 - With reference -to the above subject: Attached is: Application for permit Building Plans Engr. Calcs Owner -Builder Verification Form PHONE: 916-534-4541 DATE March 8. 1984 RE: Building Permit Application #636.84 A.P. # Own s Vaccaro Seed Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced OTHER Mono-Rsated Energy Statement, Plan Check List We need the following information: Permit application signed and completed where -indicated with all copies returned. Fees of $ 352.50 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Z anitation approval from Butte County Health Department at: X 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for patk"g plan Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. 8.s3view site —Attached. Should you have any questions concerning the above, please contact this office. acs G.D.A. Yours very truly, 220 Grand Ave. Oroville, CA 95965 w liim f z Attns Rea Lenhardt, C.S. Acting Dir ctor of Public Works .F. Glander JFG/aj Chief Building Inspector 5A. r -M i �gpAf i • � •� Ate' .t_• err �' r -M Pase 1 . • s MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE Bldg. it Pe (02( sow,* �k A.P. #1 e M . A. GENE Zoning requir ents. sideyards, parking, special conditions). Valuation. ill' Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage'-- Land Dev.,DPW; City of Chico; City of Biggs. VSomplete plot plan with dimensions, easements, other buildings, and other p �inneent ta, ee previous permits and plans in file for expired permits, change of use; etc. B. OCCUPANCY REQUIREMENTS S It 1. Building use U�®� 2. Occupancy Class Type of Cons r. 3. Building floor area 7100 sq.ft. Occupant Load 4. Total allowable floor area WOO= sq.ft. Basic allowable floor area 2O*® sq.ft. Basis for increase dditions, alterations, and repairs exceeding 50% (Sec. 104). 6/,.,,Compliance with occupancy group requirements (Chapters 5-13). ccupancy separations (Sec. 503). 8! Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). j� Maximum height requirements (Sea. 507). Attic separations (Sec. 3025)., 1Z Ventilation and special hazards requirements (Chapters 6-13). ]may Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). L� Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. 1 Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. 18: Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). C. TYPES OF CONSTRUCTION REQUIREMENTS• Y Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). Detailed types of construction requirements (Chapters a/ Proper roof pitch for roof covering (Chapter 32). ,Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). I Skylights (Chapters 34 & 52). 1Z Stages and platforms (Chapter"39). Interior wall and ceiling finish (Chapter 42). 3 F ire resistive requirements (Chapter 43). Wall and ceiling coverings (Chapter 47). 1 /Glass and glazing (Chapter 54). ,.116Building Materials - Check: Grade, Species, Allowable Example: (Glu -lam Beams w/ certif. 24F ext.grade). 17-22). Human Impact (Sec. 5406). Stresses, Ext. or Int. -- J.�. ' Page 2 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) RS EXITS AND OCCUPANT LOADS XN eneral Exit Requirements (Sec. 3301) (Post occ. load, etc.umber of exits, width and locations (Sec. 3302). oors (Sec. 3303). orridors and exterior exit balconies (Sec. 3304). airways, rise & run, width, winders,•and construction (Sec. 3305). rizontal exit (Sec. 3307). J�Exit and smokeproof enclosures (Sec. 3308 & 3309). xit signs and illumination (Sec. 3312). 9!�isles & seating (Sec..3313). 10� Exits for occupancy groups A-E (Sec. 3315-3319). E.,djjKEERING REGULATIONS DESIGNQUALITY, MATERIALS AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to 0l00/verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). f��himneys.and fireplaces (Chapter 37). Engineered plans if required. f/. Elastics (Chapter 52). excavation and grading (Chapter 70).. Continuous or Special Inspection (Sec. 305). Factory or other certification. 9/ Soils or compaction data. 1� Noise regulations. 1 Footing reinf. Min. Two #4 bars (cont.). Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation.. (d) Walls Large openings? (consider lateral). (e) Lateral: 1. Roof Diaphram. 2. Shear Walls. 3.• Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. I r TRANSMITTAL CHRIS ENGINEERING a ion 463 ORO DAM BLVD. SURVEYING o° ' (� f SUITE M DATE: 84 JOB NO.: p34'B�t PLANNING u DA ,= OROVILLE, CA. 95965 SUBJECT Vtin (916) 533-2068 L_ QNHARM T 0: -r 7T E COPIES DATED DESCRIPTION i •� z I L_ FOR r Approval Signature Revision Q Follow Up Your Information Q Your Files Q Per Your Request Re o ding F-1 Others Remarks �. AA Iwo t'Vol- Copy To: By ° IF THE ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. ATTENTION: E ENCLOSED FIND THE FOLLOWING: HEREWITH [] UNDER SEPARATE COVER VIA ................................................................................ 0 Tentative Q Record of Survey Q Parcel Map ED Test Results Applications [] Check No. ....................................... ED Survey Plat 0 Construction Drawing Title Report GDA.......... Client ....................... [] Description Reproducibles 0 Environmental Review Q Prints [] Deeds Change Order No ....................... �] Title Docs. Computations Q Specifications Site Survey OOriginal ........................................................................................................................................................................................................................................................................................... .. [] Other.............................................................................................................................................................................................. COPIES DATED DESCRIPTION i •� z I L_ FOR r Approval Signature Revision Q Follow Up Your Information Q Your Files Q Per Your Request Re o ding F-1 Others Remarks �. AA Iwo t'Vol- Copy To: By ° IF THE ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. s ,A OFFICIAL RECORDSor BUTTE C-VUNTY�-&A0 Return to DPW AGRICULTURAI. `STATErirNT OF ACKNOWLEDGE'EIM' si �; FOR RESIDENTIAL DEVELOPMENT SHOWN ��� P 0 t f 5o AM 198 Section 26-8.1 of the Butte County Code requires this acknowledgement.EL Ec-f� M. 1.3f: , ,ER. be recorded prior to issuance of a building permit. CLERK.. RECOhtiErZ F E,E The property described herein is adjacent to land or included 84, within an area zoned for agricultural purposes, and residents of this property may subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has est=ablished agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept.such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED DESCRIPTION Date: March 6, 1984 ' -V/�--Tb(Z L. yA(ZA&c�> Victor L. Vaccaro State of Californis ) County of . Butte ) N<?T 1H COMPARED ,�Ic ORIG1N4 OOOUM N PROPERTY OWNERS: On this the 6th day of March , 19 84 , before SS. me, the undersigned Notary Public, personally appeared m. LUCY A. PER*SHALL e � ■ f ;� B . "[> . .: NOTARY F UOLIC=CALIFORNIA 0 ® Ny comrni;,sion Expires Jan. 2, 1988 a ■ ■ VICTOR L. VACCARO Ll Personally known to me. /7(/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged that Te executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public LUCY A.PERSHALL Present A.P. No. ��—�'{.Q-37 M PARCEL IV: A perpetual easement with right of ingress and egress, for the purpose of laying, installing, maintaining, repairing, protecting and replacing underground and/or surface storm drainage facilities, together with appur- tenances thereof, across and in lands particularly described as follows: Being a portion of Sections 5 & 8, Township 21 North, Range East, M.D.B.& M.,,and more particularly described as follows: A 20 -foot wide easement lying northeasterly of, adjacent to and parallel with the following described line: Commencing at a point in the southerly -line of the J. F.-Entler .Ranch distant South 56041158" I•lest 102.70 feet from the most easterly corner thereof as said J. F. Entler Ranch is shown on that certain map entitled, "Revised Map of the Second Subdivison of the J. F.*Entler Ranch", filed in 'the Office of the Recorder of said Butte. County on February 5, 1915 in Book 8 of Maps, 'at page 2, said point being on the northeasterly right of -way line of State Highway Route 99E, 170 feet northeasterly measured at right angles from Engineers' Station "C 1" 409+84+.34 of the base line of the.Department of Public Works 1950 Survey between Oroville Wye and 0.3 mile South of Chico, Road III-But-3-B,.C; thence South 41°02'02" East a distance of 4254.34 feet to.the true poiryt of beginning for the Easement herein described; thence frgm said point of beginning and'continuing,South 41.02' 02" East a distance of 410 feet more or less along said right of way line to a point in the centerline of Butte Creek and the terminus of said storm drain easement. The basis of bearings for this.description is the California Coordinate System, Zone 2. PARCEL -V: 50 foot non-exclusive road and public utility easements for ingress and egress over Southgate Lane and Southgate. Court, as shown on that certain Parcel Map entitled, "Being.a portion of Sections 5 and 8, T.21N., R.2E., M.D.B. & M.", said Parcel Map was filed in the office of the Recorder'of the County of Butte, State of California, on December 14, 1983, in Book 93 of Parcel Maps, at Pages 99 and 100. EXCEPTING THEREFROM that portion lying within the bounds of Parcel I, above. DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Parcel 3, a's shown on that certain Parcel Map entitled, "Being a portion of Sections 5 and 8, T.21N., R.2E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California,, on December 14, 1983, in Book 93 of Parcel Maps, at Pages 99 and 100. EXCEPTING THEREFROM all oil, gas, asphaltum and other hydrocarbons, as excepted and reserved in Deed from Yuba Consolidated to Gold Fields, a corporation, to N. Anchor Christensen, et al, recorded April 11, 9152, in Book 626, of Official Records, at Page 97. RESERVING THEREFROM a non-exclusive road and public utility easement for ingress and egress over Southgate Court, as shown on that certain Parcel Map entitled, "Being a portion of Sections 5 and 8, T.21N., R.2E., M.D.B. & M. , said Parcel Map was filed in the office of the Recorder of the -County of Butte, State of California, on December 14, 1983, in Book 93 of Parcel Maps, at Pages 1 and 2. PARCEL II:. A 50 foot non-exclusive road and public utility easement for ingress and egress over Parcel 1, as -shown on Parcel Map entitled, "Being a portion of Sections 5 and 6, T.21N., R.2E., M.D.B. & M.", said Parcel Map'was filed in the office of the Recorder of the County of Butte, State of California, on June 2, 1981, in Book 83 of Parcel Maps, at Pages 4 'and 5. PARCEL III: An easement for road purposes recorded in the office of the Recorder of Butte County, on May 9, 1980, in Book 2513 of Official Records, at Page 469, more particularly -described as follows: Commencing at a point in the Southerly line of the J. F. Entler Ranch distant South 5605.8155" West 102.70 feet from the most easterly corner thereof as said J. F. Entler Ranch is shown on that certain map entitled, "Revised Map of the Second Subdivision of the J. F. Entler Ranch", filed in the Office of the Recorder of said Butte County on February 5, 1915 in Book 8 of Maps, at page 2, said point being on the Northeasterly right of way line of State Highway Route 99E, 170 feet Northeasterly measured at right angles from Engineers' Station "Cl" 409+84+.34 of the base line of the Department of Public Works 1950 Survey between Oroville Wye and 0.3 mile South of Chico, Road III-But-3-B,C; thence South 40045'05" East a distance of 1454.34 feet to the true point of beginning for the parcel of land. herein described; thence from said point of beginning South 40045105" East a distance of 282.66 feet along said right of way line; thence North 690 15' East a distance of 53.21 feet; thence North 40045'05 West a distance of 300.86 feet; thence South 49014155" Vlest a dis- tance of 50 feet to the point of beginning. (continued) 6�ANr, Inter -Depart` em®randum TO:' Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: 'March 6, 1984 We have recently received an application to construct a new warehouse (use) by Vaccaro Seed (owner and/or contractor) at' E/S Southgate Ln, 4 mi from 99E, Chico (location) A.P. No. 40-40-37port Permit Appin. No. 636-84B,P and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments ments and storm drainage facilities for this project so we may issue the required permit. JFG:dd F. Glander / Chief Building Inspector Improvements and'dr4iriage41'ans approved for construction. Improvements and drainagexnot required for construction. Other. (specify) (signature) �slmu (date) If COUNN Or- ourre LAND DEVELOPMENT Std, MAR 6 1984 unccaSeEn March 13, 1984 To: Butte County Building Department Re: Building Utilization This letter is to inform you that the building to be constructed by MODERN BUILDING CO. for VACCARO SEED CALIFORNIA, INC. on parcel No. 3 of Southgate Industrial Park will be utilized for the handling and storage of seed and equipment. Sincerely, ceJ J. William Vaccaro JWV/lfv 9 N a r Contract Producers of Seeds • 3851 Morrow Lane #4 • P.O. Box 1505 • Chico, CA 95927 • (916) 893.4718 OWNER'S NAME: Y �C Z ( 0 S -P -6A PERMIT #: —A. P. #: When approved, process as follows: / Mail Mail Call to owner k& rm g�' 01 co (Address) to contractor (Name and Address) and hold for pickup at office. Deliver with next inspection. RECEIVED DATE TIME BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A. P. Number q0 — qQ 6 n Building Department No. School District e� ljj[y City Q County ® Jurisdiction Property Owner 1%1 C C 0-r-0 e �G Project Location/Address 4 Subdivision Lot Number Residential Development: ` p Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industr'al: Sq. Footage New. Addition (Including Exterior Roofed Areas) Building De artment Representative D to ' 4 District Id No. 0 333 GO Qn, Sphool District certifies that VA e —0 � ' /�c t e �,' S C a r/r�, ? I/ - 533 (Applicant Name) (Phone Number) ,.(Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. e by the payment of $ representing 3 �,O 6 square feet.' A8 &P chool District Repres n ati " Da0te PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS 0.06 white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) i ' *INC. TED STRUCTURES of AMERICA, P.O. BOX 60069 - HOUSTON, TEXAS 77205-0069 713-442-8247 TO: Modern Building Company 3083 South Gate Lane Chico, CA. 95927 ATTENTION: Gagte Chrysler Gentlemen: we are forwarding the,following: DATE: 5-31-88 U.S.A. JOB #7379-588 YOUR REF It Vaccaro Seed of CA Description Drawing # Issue Prints Sepias [ ] Anchor Bolt Plans - [ ] Erection Drawings [ ] Shop Details [ ] Shippers [x] Calculations 2 [ ] other Above Drawings are sent for: [ ] Approval — Please return [ ] Final for construction [ ] other Sent by v MAIL' REMARKS: HOUSTON PLANT: 1912 BUSCHONG, HOUSTON, TX 77039 Prints approved with delivery date required. [x] OTHER [ ] DELIVERY SERVICE Purolator Sincerely, U.S. , INC. PORTLAND PLANT: FOUNTAINHEAD RD., PORTLAND, TN 37148 7 PERMIT NO. 1777-84P,E(MH) PERMIT EXPIRES (o O D OWNER VACCARRO SEED CONTR. owner ASSESSOR PARCEL 40-40—'3q O� LOCATION 446 Southgate Ct, Chico J t Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E_ Temp. Gas Service _ Cal led PC JOB FINALE[ Signature I 1 V = OK 1 0 = Not OK I I = Not Applicable I - Not ReadyRESIDENTIAL•( S' n9 Ir and Duplex)' � - - . ! t . � Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) ; 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3'., -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width-Headroon=Rise-Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 52. Siding -Nailing -Veneer . 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco'Mesh-Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except #'s Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except #'s ' 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector + 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 19. Gas Pipe; Size & Anchors 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap-Cookng Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counkf I- Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing-Landi -CI iw 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -C b ir-Connector-P.R.V.- In Garage; Above Floor-Mech. otection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. EquiListed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in G (G.F.I.)-Romex Protec. 24. Equip. Ground made up w:/Mech. Fasteners -Bond Gas & Water 72. Insulation-Foa -Look in Attic E) Yes tic 25. 2 Appliance Circuits in Kitchen &Conductor Size 73. Guard Rails & Rack structi Post Caps 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & ra ole Door -Drainage & Wood -Earth Clearance Looked under I ❑Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral []Yes❑No 7 ollowing ins I .: Drive ❑ Yes El No; Walks ❑ Yes E) No; lanterses ❑No VT�76 28. Service -Riser Conductors & Ground -Main Disconnect tucco; Bro n -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77,F. it; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. 79. JA Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ater Well; Disconnect, Electrical, Plumbing 8 Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House 82. Glass Protection Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except #'s 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Dale Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except #'s Comments at F' + 36. Sills; Proper Material & Anchors r 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) = OK '^^ = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location. -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except p's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes- Enc losures- Pane lboards- Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date COUNTY -'OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE •OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1777-84 for the following: Use Classification Office Address or Location 446 Southgate Ln., Chico Group $-2 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 1/27/86 By POST IN A CONSPICYUS PLACE J.F. Glan er - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, palifornila 95965 - Telephone 916/534-4541 APPLICATIGI�A`ND PERMIT PERMIT N0. ASSESSOR PARC L NUMBER © _ © — ZO I G BUILDING PERMIT OWNE I TELEPHONE SO. FT. OCC, BUILDING VALUATIO OW MAILING ADDRESS Sb s� CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER v Tl UNKNOWN Total Valuation $ Filing Fee $ 40.A8— LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' SAQ) Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDR Permit fee $ BUILDING AD RESS PLUMBING PERMIT Filing Fee 10.00 Ile Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCy�1RE � � SF ❑ Duplex ❑ Mobi lehome ❑ Other in owl SPECIFY Building sewer 5.00 Mobile Home el G 10.00 a 014.0 TYPE OF WORK New ®-'_Additio Remod Utilitie InstallationOther❑ Describe work: r�N — Permit Fee $ c7 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Or©� Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2th2sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR (MULTI -OUTLET 2,50 ea NO N•RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS & NON•RESID. (SINGLE OUTLET CIR. 20e50C Ts OR FIXTURES Ex. Occup(o BAL®30a FIXED APP LNS. ORI Ex. OCCUp. OUTLETS (RESID.) EA.2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ S .� Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iia •lities, judgments, costs, and expenses which may in any way accrue agai t aid County in)c nsequence of the granting of this permit. XDate Signature of Applicant — Owner W,Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures ove`r/3 storiesinheight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ .i qLc� Roue _111, G_ TYPE OF. CONST. ,/,v\j ARCE PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date _TE-D.P.W., /� �Re.eiptNo. d 4o 5[JBy YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t COUNTY OF BUTTE - DEPARTME14T OF,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL =-C,A i1,"ORNIA 95965 - TELEPHONE: 916/534-4541 PERMIf APPLICATION DATA SHEET F Permit No. / OWNER V .rrb A. P. No. 40 - .3 l M Proposed Building Use Permit Fee Based Upon: CORVete Contract Price ✓DPW Valuation O,th r (Explain) p� Building Inspector0Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPIF!OVED 1. All items have been submitted. . . . . . . . . . . . r+ 2. Plot plans in duplicate/triplicate. . . . . . . . . . . c 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. •Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non-Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization.. . . . Sanitation approval from rHealth Dept. �:- �'1 Planning :approval for (A) Use:04 '*3 (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner-Builder Verification (Given to owner❑, Mail to owner ❑ ) d1LSi 5. Improvements may be required. . . . . . . . . . . . Ck/srw, Al;,,ia.l for 7-P�q SGr 16. Mobilehome Installation Data. . . . . . . . . . r _'t Pre-Inspec. request to 17. Pre-In pe •ion for Required. Building Inspect r (Date) 8. Other % 6 % ��° V. I -- When you issue the permit, process as follows: -Mai l to owner. Mail to contractq,r. ___L-�`felephone R'q-q- Q 11 and hold for pickup at office. Deliver w/inspector. Other Applicant_ f L(Z2�� .+_J,�-- Date L-1 r Copy of plans sent Health Dept., ' Fire Dept., Other Date 401 During the plan checking process, the following data must be submitted prior to permit issuance: �~ (For required items not checked above at t' of ap lication, circle item.) ) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date { Plans checked by A Date Plans approved by Date Other: Copy—DPW T0: Building Department FROM: Environmental Health, Chico'. SUBJECT: Sanitation Clearance 3 7 Owner Location AP .Plann approved for; sewage disposal water supply Hold final for: water supply Final clearance O.A. .for: water supply Clearance for bedroom mobile home. Other, y� p�z,"-C Note*** an Date 1803- 84B PERMIT NO. PERMIT EXPIRES OWNER VACCARO SEEDS { CONTR.. owner ASSESSOR PARCEL 40-40-X a� LOCATION 446 Southgate Ct, Chico Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E , Temp. Gas Service Cal led PG&E JOB FINALE[ Signature V = OK 0 = Not OK ' - = Not Applicable RESIDENTIAL (Single and Duplex) * = Not Ready _ Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except H's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location _23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulet ion-Fo o am -Looked in Attic F] Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. 74. Guard Rails Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. /• / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ONO 75. Following instld.: Drive ❑ Yes ❑ NO; Walks []Yes E)No; Planters ❑Yes 0 N 28. 29. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels-Motors-Mech. Equip. 76. Stucco; Brown -Finish 77. 78. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 30. Clothes Closet Light -Shower Light 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1 Date Card -BI Date 81. 82. 83. Ventilation throughout House Glass Protection Corrections from Previous Inspections Card B-1 Date Date Card -BI Date MECHANICAL (Permit) OK except q's 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33.. Condensate Drain & Overflow; Size & Grade Card -BI ate . rd -BI Date 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V Outlet 35. Attic Access & Platform if Furnace in Attic f Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_._ 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) _ oK Not OK = Not Applicable MOBILEHOMES Not Ready MISCELLANEOUS - Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except p's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2, Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except It's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date / Y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS V 7 County Center Drive - Orovilie, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERT NO., { ASSESSOR PARCEL NUMBER r �r ZONING BUILDING PERMIT OWNEq � j C TELEPHONE SQ. FT. OCC. BUILDING VALU TiD OWNER'S MAILING ADDRESS CONTR CTOR'S NAME TEL PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS - Permit Fee $ a^, ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ r r Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS T}��—• PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUC RE ^ SF❑ Duplex❑ Mobilehome❑ Other �I�'t lQ� SP CI FY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New❑ Add ition❑ Remodel❑ Utilities 1 taliation❑ Other Describewor : S Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. I DWELLING OCCUP.& OR ADDNS. % ACC. BLDGS. 2/4sgit CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F-1NON-RESID, i am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �-�+ License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON.RESID R BRANCH CTRCTITS 2.50 ea NEWCONSTR POWER APPARATUS .&) & SINGLE OUTLET CIR ExOccu zoesos . P�OUTLETS OR FIXTURES SAL®3O FIXED APPLNS. OR Ex. OCCUp- OUTLETS (RESID,) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag int said County in consequence of the granting of this permit. XThis Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ m TOTAL PERMIT FEE $ 'U . OCCUP. GROUP I TYPE of CONST. I PARCEL PD I ND I ISSUE permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI j`CO O PUBLIC BY PE T EXPIRES Date— the applicable provi- resolutions to do fees have been paid. WORKS Date - / — Receipt No. WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Ceco/Andersen Ms.. I Ryste g� A w •� CECO 'pr STRUCTURAL CALCULATIONS CUSTOMER CdrYbJPe.00 V 1 JOB No. X53 INDEX A. DESIGN CRITERIA AND REACTIONS B. PLAN C. ROOF DESIGN (SECONDARY FRAMING AND PANEL) D. SIDEWALL AND ENDWALL DESIGN (SECONDARY FRAMING AND PANEL) E. ENDWALL DESIGN (PRIMARY FRAMING) F. RIGID FRAME DESIGN G. LONGITUDINAL BRACING H. SPECIAL FRAMING DESIGN Member : METAL BUILDING MANUFACTURERS. ASSOCIATION CECO/ANDERSON BUILDING SYSTEMS IS AN APPROVED FABRICATOR OF METAL BUILDINGS AND THEIR COMPONENTS. I.C.B.O. REPORT NO. FA -277 ceco/A'ndersen Building Systems -4 The Ceco Corporation CECO 12101 EAST BRANDT ROAD, LOCKEFORD, CALIFORNIA 95237 PHONE (209)727.5504 The Ceco/Andersen Building Systems designs and manu- factures said metal buildings. -in strict accordance with the following codes: 1. 1979, UBC 2. 8th Edition - AISC 3. AWS 4. AISI- - 1980 5,. 1974 MBMA Light gauge members shall be precision roll formed or press broken high tensile steel having a minimum yield stress of 50,000 PSI and a basic allowable de- sign stress of 30,000. PSI. Built-up sections and rigid frames shall be welded plate sections having a minimum yield stress of 50,000 PSI and a basic allowable design stress of 30,000 PSI. All said treated bolts shall conform,to A-325 and -have a maximum allowable stress in shear of 21,000 PSI and in tension of 44,000 PSI. Shear stress shall be based on bearing type connection with threads included in shear plane. All roof and wall panels shall be made from hot - dipped galvanized steel uniform to.ASTM spec. A446 and not less than 26US gauge. All metal trims shall be formed from minimum 26 gauge galvanized steel. • va.�.vi ru luci Jci FjY= Building sN T Systems - E E OF DATE 2-15-54 CECO JOB NO. I¢p S3 CUSTOMER DESCRIPTION DESIGN CRITERIA THIS BUILDING AS FURNISHED BY THE BOB R.ANDERSEN CO. INC.,WAS DESIGNED . USING THE 'CRITERIA LISTED . BELOW. CAPACITY FOR .LOADS. GREATER THAN -THESE OR FOR .LOAD COMBINATIONS -OTHER THAN SHOWN BELOW IS SPECIFICALLY NEITHER INTENDED NOR IMPLIED: A..BASIC .LOAD 1. LIVE.LOAD-_ til f3C - PSF 2.1 -WIND. LOAD- /S PSF 3. OFAD.LOAD- _PSF tINCLUDES• LOADS FROM ITEM 5) 4 CRANE:LOAD a. CAPACITY MAX b. CAPACITY MAX C. CAPACITY MAX 5. ADDITIONAL LOADS a. b. C. B LOAD -COMBINATIONS. 1. DEAD f- -LIVE-',(D + L). 2. DEAD + WIND (D+W) 3. 4. 5. WH LD MIN WH' LD' MIN WH LD MIN REACl'IONS.: s ` U SE: CZ) -f-74 (4> A.65 t�J�C3eA . INE1 FI1.IG%LE D+ L /4-,4 Dt-w 1 � WH. SPCG WH- SPCG WH SPCG cl F�1 .3.8 k • Y ��� vc.Vi rU IuGI JCI I Building c�TE Systems CUSTOMER CECO DESCRIPTION S H E TI NG D ES IG N s JOB NO, .__CH A R T A 3�- 0 4 3„ 4� �I„ •. 4• 4. I L, 14 I. 118315 1~ II�R 1 12" 1 d �aNEL_ SECT I r,Irr THICKNESS I S 315 IN.. 0433 IM4 041 IN3 WT FY FB I. 06PSF 50 !CSI 30 KSI ALLOWABLE PRESSURE (PSF) SPFIN (.FT) i -SPAN 3 -SPAN 4 -SPAN 1.00 BENDING 830.0 DEFECTION 3648.9 BENDING DEFLECTION BENDING DEFLECTION 1. 25 531. .2 1979. 6 1037_ 5 '263. 2 968. Z. 7710, 0 1. 50 368.8 1140.4 004.0 371x.7 619.9 3947..5 1. 75 271.0 718. 1 461. 1 338. 7 2152. 0 430.5 2284.4 2. 00 207. 5 481.1 259.3 1355. 2 907.9 316.3 1438. 6 2• =5 2 50 163 y s'3?. 9 204. 9 637. 6 242.1 191. 3 963. 7 2. 75 132. a 109. 7 245. 3 106. 0 464. 8 154..9 676.8 493.4 3.. 13 LA 92. 2 185. 0 142. 5 137. 1 349. 128.0 370. 7 78. 5 112. 1 115. 2 269. 0 107. 6 255.5 3. ,0 67. 7 89. 7 98.2 211. �91. 7 224.5 s. 'S 5-9.-0 ---- 7Z,. 9� 84. 6 169.4 79. 0 179. 8 4. 63 = 51. 8 PIZ0. 1 7 3. 7 1.3- . 7 68. 8 146.. 2 4. 25 45. 9 55.1 64. 8 113.4 60 `. • 1`0. 4 4. 0 ., 40.9 42. 2 5?. 4 4.4.6 53.6 100. 4 4. 75 36. : 315. o 51. 2 79. 7 47. 8 84.6 5. 00 33 ` 45. 9 67. 7 42. 9 71. 9 5 25 30 .1 30 26.5 41.5 .58. 1 38. 7 61.6 5. 50 50 . -1 2s. 1 37. 6 34. 2 50. 1 35. 1 53.2 5. 25 . 1 20. 2 31. 3 43. 6 38. 2 32. 0 46. 3 6. 00 00 23. O 1?. 8 28. 8 33..6 29. 2 40.5 6. 21. 2 15 7 26. 5 29. 7 26.9 35. 6 6. 50 6. ?5 19. 6 14. 0 24.5 26.4 24. 7 22.9 31. 5 28. 0 ' 0C� 16.2 16. 19 12. � 11. 2 22.7 23.6 21.2 25.-0 7. 2 J 15.7 10. 1 21. 1 21. 1 12. 7 22. 4 7. 50 14. 7 9. 1 19. 7. 19.. 0 18. 4 20. 2 7 -5 13 9 8. 2 18. 4 1?. 2 17. 2 18. 2 '8. 00 12. 3 7. 5 17 2 15. 6 16.. 1 16. 5 16..2 14. 1 15. 1 13. ,6 NOTE THE HBOVE ALLOWABLES MAY BE INCREASED BY 1/3 FOR WIND LOAD CONOITIUN. MAXIMUM�•C�EFLECTIOr! - L/180 4 Ceco/Andersen Building " Systems CECO CHART 8 CECO/ANDERSEN BUILDING SYSTEMS r*r* MATERIAL PROPERTIES OF THE ZEE STEEL *++r YIELD FY • 50.00 KSI, TENSILE FU • 63.00 KSI. MOD. OF ELAST. E • 29500.00 KSI ZEE SHAPE AND PROPERTIES (CALCULATED USING AISI-SPECS.. 9-3-80 EDITION) --nrrrr�arrra*r*r*r*rrrrrrr _ __ -w. ZEE TOTAL FLANGE DESIGN MIN. LIP LIP INSIDE RADII SLIT DEAD NO. DEPTH WIDTH THICK. THICK. LENGTH ANGLE FLG-LIP FLG-WEB WIDTH WEIGHT (IN.) (IN.) (IN.) (IN.) (IN.) (DEG.) (IN.) (IN.) (IN.) (LBS/FT) 13-500 2.750 .0600 .0570 .7500 45.00 .3125 .1875 15.1875 3.100 2 8.500 2.750 .0750 .0710 .7500 45.00 .3125 .1875 15.1250 3.860 ZEE GROSS DEFLECT. CROSS GROSS GROSS GROSS STRESS AREA ' FORM STRESS NO. AREA IX IX IT RX RY OS DA 0' FCO (IN.4) (IN.4) (IN.4) (IN.) (IN.) (KSI) 1 .9068 9.9452 9.9452 1.5625 3.312 1.313 .9694 .6064 .5879 29.0830 2 1.1298 12.3360 12.3360 1.9295 3.304 1.307 1.0000 .6787 .6757 30.0000 ZEE BENDING TENSION COMPRESSION FLANGE STRESS ■TYPE OF BENDING CAPACITY* NO. EFF. IX SXT YC .'SXC STRESS LIMITED *------------------------* (IN.4) (IN.3) YIN.) (IN.3) (KSI) BY THE 1 9.6833 2.3157 4.3184 2.2423 27.8210 ,WEB MAX. FLANGE COMPR. STRESS 1 9.9452 2.3401 4.2560 2.3401 19.1665 FLANGE NO REDUCTION IN FLG. WIDTH 2 12.3360 2.9026 4.2500 2.9026 30.0000 FLANGE MAX. FLANGE COMPR. STRESS UNBRACED INNER * SOURCE OF THE ALLOY. COMPR. STRESS FOR ■ ZEE FLO. ALLOWABLE r THE UNBRACED INNER FLANGE OF THIS ZEE NO. COMPR. STRESS *----------------------------------------* (KSI) 1 21.0900 F82 CALC'D. USING AISI PART 3. SECTION 3 2 23.0400 F82 CALC'D. USING AISI PART 3. SECTION 3 :THE F82.STRESS WAS CALCULATED USING TWO ZEE SPACES OF 96.00 INCHES AND WITH .04330 IN.4/FT. FOR THE MOMENT OF INERTIA OF THE OUTER FLANGE SHEETING. 'ONLY 97.00 PERCENT OF THE CALCULATED F82 STRESS WAS USED TO ACCOUNT FOR THE •GIVE IN THE CONNECTION BETWEEN THE SHEETING AND THE ZEES. A-3 MOMENT CAPACITY .................... 16 GA M CAP. 2.24 X 27.52 •62.38 I: -IN • 5.20 1: -FT 14 GA M CAP- 2.90 X 30.00 -37.00 K -IN . 7.25 K -FT NOTE: F82 AS CALCULATED ABOVE 1S USED AS THE ALLOWABLE CHART C INNER FLANGE STRESS WITHOUT ANY ADDITIONAL FLANGE BRACING OTHER THAN THE SHEETING ON THE TENSION FLANGE. WIND SUCTION MOMENT CAPACITY •••..........I.......••....... ENOWALL BEAMS AND COLUMNS 16 GA M CAP- (2.24*2.34)/2 X 21.09 X 1.33 .................................................. vo.................. • 64.23 K -IN• 5.33 K -FT COLOFORMED LIGHT GAGE SHAPES FY • 50.0 KSI MIN 14 GA M CAP. 2.90 X 23.04 X 1.33 89.10 K -IN • 7.42 K-FTSIZE YT/FT TNK AREA SX RX RT • ........................................................................ 8.5 X 2 3/4 X 16 GA 'E1 3.10 0.060 0.907 2.242 3.30 0.86 8.5 X 2 3/4 X 14 GA .I. 3.86 0.075 1.130 2.903 3.30 0.87 8.5 X 2 3/4 X 14 GA •3C• 6.20 0.060 1.814 4.484 3.30 1.05 ...5 X 2 3/4 X 14 GA 'IC' 7.72 0.075 2.260 5.806 3.30 1.07 2XXXXZYXXXTXXXYYXXXXXXXXXXXI];XXXXXXXXXXZXXXXXXXXXYXXXXX:YXXXXXXXXYZYXT ........:............................................................. 3 -PLATE BUILT-UP SHAPES FY- 50.0 KSI MIN F8.30 KSI DEPTH FLANGE SIZE WEB YT/FT AREA SX% RT RX RY ....................................................................... ..... 5 X 3/16 .134 10.10 2.97 9.04 1.22 3.60 1.15 8.5 S X 1/4 .134 12.17 3.58 11.36 1.27 3.67 1.21 .... , 6 X 1/4 .134 13.87 4.08 13.37 1.56 3.73 1.49 XXXTYXZXXXZXZXXXYYX2XYXXXXXXXXZXXXYXYYXXXXXXXXXXXXXXXXzzzxxYXXXXXXXXXX NOTE: ENOPOSTS AND RAKE BEAMS ARE DESIGNED AS SIMPLE SPAN MEMBERS ENDPOSTS ARE DESIGNED USING CO -.6 PRESSURE CO -.5 SUCTION SINCE THE COLUMN IS BRACED AT THE GIRT ELEV -C••• !XS!Dr w!±n OUT TNF. PRESSURE WILL GOVERN. -FRAME MOMENT CONNECTION DESIGN rIr(:01ANf)ERSfN Job No 'BOLTING PLATE CONNECTION DESIGN SINC' 'M OfItIl- AR( (OUIDISIANI ' FROM Illi' F:l w. A",As FROM Ito: UFR (19 GUSSET ASSUME EACH LARkIES 112 THr BOLT I-014CF. hLCAUSE Of )HE CLAMPING AT THE BOLT LINE AND THE CONTINUITY OF THE ENDPLATE ACROSS THE FLANGE. WEB AND GUSSET M-PL/2 Or + r f P Eq BOLT LOAD TO LINE 01 - P1 BOLT LOAD TO LINE 02 - P2 LOAD TO FLANGE - (PI+P2)/2 LOAD TO GUSSET :41/2 pi n LOAD To WEB* 2/2 P1+102 I'l P2 MUST BE MUST BE MUST BE FIANrF THAN + 5 x 3/16 56 x 3 X 3/16 34 K 10 GA 24 K 5 x 1/4 76 K 3 X 1/4 45 K 3/16 34 K .,4 1( 6 x 1/4 vo x 1/4 45 K . CAPACITY - AREA X (.6FY) FIT - 50.0 KSI ENDPLATE BERDING, WEB T-.134* WELD - .1673' L - 1.243" R -PI (1.245) - .156 Pl 4'- -2 FY - 50.0 KSI R CAP -.73 X FY X 3(T*s2)/6 T ?I 3/6 16.9 1/2 30.0 WEB T-.1873" WELD -1873" L - 1.219" A -PI (1.219) - .152 ;1 4 2 A CAP -.75 X FY X 3(T**2)16 T pt 3/8 17.4 1/2 30.8 V& A 3r La j4 K- ft,ptu-_ 3/8 PL FL nFp TH I16-9 L ZL 4L _M 8.5 21.0 11.8 37.3 30.0 21.0 10.0 25.0 16.9 12.5 44.5 30.0 22.2 11.0 17 - & 16 17.8 49. 3L39_0_22.8 12.0 30.5 16.9 13.1 54.2 30.0 23.3 13.0 33.3 16.9 13.4 59.1 30.0 23.8 14.0 36.0 16, ,,, 2 0_0 24.2 15.0 38.8 1e9 ,.o 9 .0 24.5 16.0 41.6 16.9 14.0 73.6 30.0 24.9 17.0 44.3 16.9 47.1 13 78.7 30.0 25.1 - 18.0 V 63.7 3o.0 25.4 0.0 49.9 16.9 14.4 &a.& 30.0 25.6 20 0 52 7 A-9 14--s 9.1-3 16-6 75-6 21.0 55.5 16.9 14.6 96.5 30.0 26.0 22.0 58.3 16.9 14.7 103.5 30.0 26.2 "0 H4 :5 !104 jiF 14.FN 30.0 26.5 25.0 66.7 16.9 13.0 119.3 30.0 26.6 26.0 69,5 16 9 15 1 3.3 30 0 __26_7_ 27.0 723 16-9 15.1 128.3 3000 26.8 28.0 75:�j 11:2 3 30 jilIg 12 01. 27.0 0 29.0 77 2 138.2 30 30:0 60.7 16.9 9 15;.3 143.2 30:0 27.1 31.0 86o0 17.4 13.8 152.1 50-8 26-0 32.0 88.8 17.4 15.8 157.3 30.8 28.0 Res hei Hat Ho ? 35.0 97.5 1704 16.0 172.6 30.9 28.3 36.0 100.4 17.4 16.0 177.7 30.6 26.3 MCA CECO/ANDERSEN BASE PLATE DESIGN AAAAAAAAAAAAAAAAAAA �--- FLANGE OR WEB THICKNESS (4 X BPL THY.)+ FLG THK .Inh Nn Ceco/Andersen Building CECO Systems BASE PLATE THICKNESS THE PURPOSE OF THE BASE PLATE IS TO KEEP THE AVERAGE PRESSURE ON THE CONCRETE BELOW ALLOWABLE LIMITS. THE LOAD IS TRANSFERRED THROUGH THE BASE PLATE AT A 2:1 SLOPE FROM THE EDGE OF FLANGE TO THE BOTTOM OF THE BASE PLATE. THE WIDTH OF THE SUPPORTING1 AREA IS EQUAL TO THE BASE PLATE THICKNESS TIMES 4 PLUS THE FLANGE OR WEB THICKNESS. ASSUME: 2000 PSI CONCRETE COLUMN COVERS LESS THAN 1/4 OF THE PIER PER AISC &TH ED. FP=.7(F'C) =.7(2000)= 1400 PSI 3/1611 X 501FLANGE 10 GA. WEB 8" X 9" X 3/8" f}rGa %2 - 09-2.88) X (8 [1 [1.5 X 2.89 = 28.7 ;,vz Allow�6 le. L� : 28 •� x 1400/,000 = 40,18 K: p A-5 I CECO/ANDERSEN Job No. PA tA to �VB • ;r�'• �"->;t�:• - �� vwv/ �111uG1 JCI 1 Building Systems JOB No ECO PAGE: --OF---- ------------------------------ ROOF D----------- •PANEL• p. SEE CHART A FOR DESCRIPTION AND DESIGN CRITERIA GA MAX SPAN NO. OF SPANS ALLOWABLE LIVE LOAD (PSF) 1)7 26 FT ACTUAL LIVE LOAD (PSF) •PURLINS• - PAX TRIH WIDTH (FT) SPAN (F:T) GAGE LAP L/R (FT) 3'O�5•o 3.0/0.0 8.5 X 2 3/4 2 ALLOWABLE UNIFORM LOAD (K/FT) ACTUAL UNIFORM LOAD, (K/FT) O.//o -CAVE STRUTS• TKIB WIDTH (FT) 2 8.5 X.2 3/4 ALLOWAeLL UNIFORM LOAD (K/FT) p,0lo� �¢ GAGE C -c-ACTUAL 'UNIFORM LOAD (Y./FT) .z Ceco/Andersen Djildinn systems CECO JOB NO: PAGE: *r***tet *PANEL * SEE CHART.'A' FOR DESCRIPTION AND DESIGN CRITERIA GA MAX SPAN- NO. OF SPANS ALLOW WIND LOAD (PSF) Z(o FT ACTUAL WIND LOAD (PSF) XXXXXXXXXXXXXXXX;CXXXX;L;LXXX;LXX;CxxxxxxxxXXXXXXiCxxxxXXXXXiCxxxxXXXXXXY.XXXXxx *GIRTS * SEE CHART 'B'.FOR DESCRIPTION AND'DESIGN CRITERIA ----------------SIDEWALL-------- SPAN__ GAUGE. ELEVATION TRIO WIDTH(FT) MOMENT t t t••• t t t t f• t f t• t t f f f f f t t f f t t t t t t.t f t f t t t f t.t :3o FT /¢ 4 � ftt.tttf A: ' S'o bay 2 ----------------ENDWALL-- SPAN GAUGE t'• ELEVATION TRWIDTH(FT)•• tt•f f.t t t t f MOMENT t t f f f f f f f t t t f t f t f f t t t t• t t t t'f f f t f 20 FT L� 7 �¢ 50. 3, /;7K -FT 10 8 2¢ NOTE: GIRTS ARE DESIGNED USING C()= 1.2 PRESSURE CQ= 1.1 SUCTION FOR SIMPLE SPAN THE GIRTS ARE BRACED ON THE COMPRESSION FLANGE BY THE SHEETING FOR PRESSURE FORCES, BUT FOR THE SUCTION LOADS THE LOWER ALLOWABLE STRESSES ARE USED. BECAUSE OF THIS THE SUCTION FORCES GOVERN. MOMENT=(.WIND LOAID).X (CO/1.3) X (TRIG) X (SPAN).X (SPAN)/8000 16 GA MOMENT CAPACITY= 5.35: -FT 14 GA MOMENT CAPACITY= 7.42 K% -FT Ceco%Andersen Building Systems CECO JOB NO: 3 ¢O S PAGE: E/ -----------=--ENDWALL DESIGN--- `---------------- WL= 15 PSF SEE CHART 'C' FOR DESCRIPTION AND DESIGN CRITERIA *RAF(EEAM LL= /lo P'SF I Go MEMS R SPAN j TRIG WIDTH MOMEN,7 MOMCNT CAR sacs .sae csescc.� sssa-cccccss cccsascc css aa%_V csc /�G ER POST R SPAN TRIB/WIDTH MOMENT_.,._.—.--- MOMNT CAP---'—_ ccc ` as Ix*�x-c`sssc BL ' C' / ,� /FT /5 ,775 K -F o ;. ******** ** * TS MEMBER secsssca 1L , COLUMNS VVIVIVVIT SPAN aecacs FT TRIB WIDTH csscscccscsa 20 MOMENT MOMENT CAP ssscscss ecccaaasacc -7,-7-5 K—FT f,$ „O(fab/e__ MOMENT= (WL) X (TRIG WIDTH) X (CO/1.3) X (SPAN**2)/8000 MOMENT CAPACITY= (SX) X (FB) X (1.333)/12 ' Ceco/Andersen Building Systems CECO Jo.B NO: 34os3 PAGE: EZ ------------ ENDWALL DESIGN------------------------------ WL= /57 PSF SEE CHART 'C' FOR DESCRIPTION AND DESIGN CRITERIA *RAF(E BEAM * LL= /�_ PSF (zo �. MEMBER SPAN TRIB WIDTH c111111e cXckcs cccscicccic % to FT /S *CORNER POST * T r i foo -ire-.� S MEMBER SPAN TRIB WIDTH 19..X.... 1..... ....cciccccc 12"8,q FTCAP /4 **3EyE***aE*�EBEiE *END , POSTS ************ MEMBER SPAN 11.X.11919 1c1911c �Z it '6 U FT /off we,� GAw r. �'o . COLUMNS /Z,o X X c 1 1 c c c 1 4-/'",6.a5zs TRIB WIDTH 1ccXX111X1cc Zo @ Pv J, -AJ Nea.ret>f ell- Co% MOMENT MOMENT CAP cicXclel lccccllcscce /S K -FT 2Z. MOMENT MOMENT CAP X1Xeceee 1Xc'X1t•sc.csc K. FT 8 7i6 Sf;sem abode. '8. S. MOMENT MOMENT CAP 1..11111 Xc.......... 3Z K -FT. Z MOMENT= MOMENT= (WL) X (TRIB WIDTH) X (CO/1.3) X (SPAN**2)/3000 MOMENT CAPACITY= (SX) X (FB) X (1.333)/.12 1 LECECOIANDERSEN Job No. S -� D� -its 10 (� 7 IM 3/„O.ASzS _N CECO/ANDERSEN Job No. 5 4 O FZ Ceco/Andersen Building JOB a 3 4- s 3 Systems PAGE It CECO XXXXXXXXXXXXXXXXXX LONGITUDINAL; FRAME DESIGN PROGRAM DAT[ 02/15,'84 START TIME 17HC 41MIN 15SEC PAGE 1 50 KSI RIGID FRAME RF 60:18 LL=12 WL -15 BAY=30 FRAME WIDTH EAVE HT. ROOF SLOPE *\BAY DEAD LIVE WIND ' YIELD (FEET) (FEET) (IN/FT) * SPACING LOAD LOAD LOAD STRESS LEFT 300000 18.0000 1.0000 * ` (FEET) (PSF) (PSF) (PSF) (KSI) RIGHT 30.0000 18.0000 1.0000 * 30.0000 4.00 12.00 15.00 ^ 5O OOO TOTAL 60.0000 ^`"" **** CONCENTRATED LOADS�**** (X� ^ SPANS (FEET) 60.000 WIND ARRAY NO. 1 LEFT WALL LEFT ROOF RIGHT ROOF RIGHT WALL WL/VP ******* HORIZ. HORIZ. VERT. VERT. HORIZ. HORIZ. FACTOR COEFFICIENTS = .80 -.60 -.60 -.50 -.50 -.50 1 LOADS (PSF) = --------------------------- 12.00 -9.00 --------------------------------------------------- -9.00 -7.50 -7.50 -7.50 ^`"" **** CONCENTRATED LOADS�**** (X� IS FROM SHEET LINE OR INTERIOR COLUMN LINE) LOAD X Y VERTICAL HORIZONTAL MOMENT LOCATED SPAN LOCATED NO. (FT) `(FT) (KIPS) (KIPS) (K -FT) FROM THE NO ^ ON THE 1 20.00 18.27 .00O 2.250 -3.901 LEFT RAFTER LOAD COMBINATION 1 2 3 COMB. LOAD FACTOR 1.000 .750 .750 DEAD LOAD 1.000 1.000 1.000 LIVE LOAD 1.000 .00O .00O WIND ARRAY NO. 1 .00O 1.000 1.000 CONCENTRATEW LOAD NO. .1 ` .000 .00O 1.000 COLUMN WEB 'HTS. RAFTER WEB HTS. COL. FLG. RAF. FLG. GIRT PURLIN BASE KNEE KNEE PEAK WIDTH WIDTH DEPTH DEPTH LEFT 7.500 24.000 24.000 20.000 6.000 6.000 8.500 8.500 RIGHT 7.500 24.000 24.000 20.000 6.000 � 6.006.00C, AINCH LEFT RAF. TO 13.000 IN. AT 10.114 FT. FROM SHEET LINE - STIFF. REQ'D. DINCH RIGHT RAF. TO 13.000 IN. AT 10.114 FT. FROM SHEET LINE - STIFF. REQ'D. ALLOWED STRESS RATIO = 1.030 ******** LEFT SIDE PLATE SIZES ** ***** STRESS RATIO AND COMBINATION NO. WEB PLATE ================================ 3GMT INNER FLANGE OUTER FLANGE THICK LENGTH INNER FLG OUTER FLG WEB 3S 1 .2500 X 6.0 .1875 X 6.0 .134O 10.000 .970 1R .874 1R .378 1L 38 2 .3125 X 6.0 .1875 X 6.0 .1340 7.515 .922 1L .931 1R .400 1L KNEE CONNECTION PLATES <S 1 .2500 X 6.0 .�1875 X 6.0 .1340 7.553 .939 1L .910 1L .958 1L <S 2 .1875 X 6.0 .1875 X 6.0 .1340 20.000 1.010 3R 1.024 1L .614 11 PEAK CONNECTION PLATES ` FRAME DESIGN PROGRAM DATEO2/15/84 START TIME 17HR 41MIN 15SEC PAGE 2 50 KSI RIGID FRAME RF 60:18 LL=12 WL=15 BAY=30 **** REACTI NS (KIPS) FOR LOAD COMBINATIONS **** ^ 1 2\ 3 ' LEFT VERTICAL, 14.4 -5.«` -6.5 LEFT HORIZONTAL 7.3 -7.7 -8.8 RIGHT HORIZONTAL 7.3 2.7 3.8 ' RIGHT VERTICAL 14.4 -1.9 -1.1 . . ' LEFT SIDE PURLINSARE L`CATED AT X = (FEET FROM OUTSIDE SHEET LINE) 29.06* 24.53 20.00 15.00* 10.00* 5.00H .00 LEFT SIDE GIRTS ARE LOCATED AT Y = (FEET FROM BASE OF COLUMN) 7.33* 12.83* 18.00 ' INNER FLG. BRACES: *-STD., HWY., X-HVY. INAD.QUATE, $-FLG. BRACED BY GIRT U -HAUNCH KNEE BRACE, P -PROCEDURAL BRACE USE STD. BRACE | ' . FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC 50 KSI RIGID FRAME PAGE 3 RF 60:18 LL=12 WL=15 BAY -30 COMBINATION NO. 1 - FORCES FRAME' CHECK LEFT SIDE ************* i************ RIGHT SIDE ************* AXIAL SHEAR MOMENT FRAME CHEC' '` AXIAL SHEAR MOMENT SGMT. SECT. (KIPS) (KIPS) (K -FT) SGMT. SECT' (KIPS) (KIPS) (K -FT) CS 1 1 -14.40 -7.29 .00 CS 1 1 -14.40 -7.29 00 CS 1 _ 2 .-14.4O -7.29 -11.09 CS 1 2 -14^4O -7^29 - 11^O9 CS 1 3 -14.40 -7.29 -22.18 CS 1 3 14^4O -14^4O 7^29 -7^29 ^ -22^18 CG 1 4 -14.40 -7^29 ' -33^27 CS 1 4 -14^4O -7^2p' -33^27 CS 1 5 -14.40 -7'29 -44^37 CS 1 5 -14^4O -7^29 -44^37 CS 1 6 -14.40 _ -7'29 -55^46 , CS 1 6 - - -b5 46 CS 1 7 -14.40 . -7 29 - 66 55 �� 1 ^ '^'" '^�' ^ . . �o / -14.40 -7.29 -66.55 CS 2 1 -14.40 -7.29 -66.55 CS 2 1 -14.40 -7.29 -66.5,--; CS 2 2 -14.40 -7.29 -72.66 CS 2 2 -14^4O -7^29 2^66 -/8^77 CS 2 3 -14.40 -7.29 -78.77 CS 2 3 -14^4O -7^29 -/ CS 2 4 -14.40 -7.29 -84.88 CS 2 4 -14^4O -7^ 29 4^88 S 2 5 -14.40 -7.29 -90.99 CS 2 5 -14^4O -7^^29 -��� 0^^99 CG 2 6 -14.40 -7.29 -97.10 CS 2 6 -14�4O -729 -r 710 VS 2 7 -14.40 -7.29 -103.20 CS 2 7 -14^4O -7^ 29 -3^2O is 1 1 -8.37 12.56 -98.92 RS 1 1 -8.37 12.56 -98.92 -84^~21 is 1 2 -8.32 11.96 -84.21 RS 1 2 -8^32 11^96 - is 1 3 -8.26 11.36 -70.25 RS 1 3 -8^26 11^ 36 7O25 -57^O4 is 1 4 -8.21 10.76 -57.04 RS 1 4 -8^21 1O^76 -44^57 is 1 5 -8.16 10.16 -44.57 RS 1 5 -8^16 1O^16 -32^85 <S 1 6 -8.11 9.56 -32.85 RS 1 6 -8^11 9^56 -,1^88 lS 1 7 -8.06 8.96 -21.88 RS 1 7 -8^O6 8^96 (S 2 1 -8.06 8.96 -21:88 RS 2 1 Q.06 8.96 - 21 88 (S 2 2 '7.93 7.38 5.37 RS 2 2 -7^93 7^38 5^37 (S 2 3 -7.80 5.80 27.39 RS 2 3 -7^8O 5^8O 27^39 W2 4 -7.67 4.22 44.18 RS 2 4 -7^67 4^22 44^18 (S 2 5 -7.54 2.64 55.73 RS 2 5 -7^54 2^64 55^73 (S 2 6 -7.41 1.07. 62v04 RS 2 6 '-7^41 1^O. / 62^O4 19 2 7. -7.28 -.51 63.11 RS 2 7 -7^28 -^ 5 63^11 !EACTIONS VERTICAL HORIZONTAL MOMENT (KIPS) (KIPS) (K -FT) LEFT COLUMN 14.4000 7.2933 .00O RIGHT COLUMN 14.4000 7.2933 .000 ' . '. FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HP 41MIN 15SEC PAGE < 50 KSI RIGID FRAME - RF 60:18 LL -12 WL -15 BAY=30 COMBINATION NO. 2 - FORCES ************** 1 1.88 LEFT SIDE FRAME CHECK AXIAL SHEAR MOMENT SGMT. CHECK SECT. (KIPS) (KIPS) (K -FT) CS 1 1 5.77 7.74 .00 CS 1 2 5.77 7.14 11.97 CS 1 3 5.77 6.5422.95 CS 1 4 5.77 5.94 32.92 CS 1 5 5.77 5.34 41.89 CS 1 6 5.77 4.74 49.87 CS 1 7 5.77 4.14 56.84 CS 2 1 5.77 4.14 56.84 CS 2 2 5.77 3.81 60.25 CS 2 3 5.77 3.48 63.36 CS 2 4 5.77 3.15 66.17 CS 2 5 5.77 2.82 68.67 CS 2 6 5.77 2,49 70.87 CS 2 7 5.77 2.16 72.77 \~ 1 1.88 -.43 CS 2 *************.RIGHT 1.88 -.22 SIDE ************* 3 FRAME CHECK AXIAL SHEAR MOMENT SGMT. SECT. (KIPS) (KIPS) (K -F|) CS 1 1 1.88 -2.68 . .00 CS 1 2 1.88 -2.30 -4.29 CS 1 3 1.88 -1.93 -7.95 CS 1 4 1.88 -1.55 -10.99 CS 1 5 1.88 -1.18 -13.41 CS 1 6 1.88 -.80 -15.20 CS 1 7 1.88 -.43 -16.36 CS 2 1 1.88 -.43 CS 2 2 1.88 -.22 CS 2 3 1.88 -.01 CS 2 4 1.88 .19 CS 2 5 1.88 .40 CS 2 6 1.88 .61 CS 2 7 1.88 .81 RS 1 1 1.76 -5.27 70.28 RS 1 1 1.55 -1.49 RS 1 2 1.77 -5.08 63.87 RS 1 2 1.56 -1.36 RS 1 3 1.78 -4.89 57.71 RS 1 3 1.57 -1.23 is 1 4 ' 1.80 -4.70 51.79 RS 1 4 1.59 -1^09 IS 1 5 1.81 -4.51 46.11 RS 1 5 1.60 -^96 is 1 6 1.82 -4.32 40.67 RS 1 6 1.61 -^83 is 1 7 1.83 -4.13 35.47 RS 1 7 1.62 -^69 -16.36 -16.73 -16.92 -16.91 A6.72 -16.34 -15.76 Q6.53 -18.23 -19.76 -21.11 -22.3O -23.32 . -24.18 AS 2 1 1.83 -4.13 35.47 RS 2 1 1.62 -.69 -24.182 IS 2 2 1.87 -3.63 22.49 RS 2 2 1.66 -.34 -26^O2 AS 2 3 1.90 -3.13* 11.15 RS 2 3 1.69 '^O1 -26^7O AS 2 4 1.93^ -2.63 1.47 RS 2 4 1.72 36 -26.23 AS 2 5 1.97 -2.14 -6.57 RS 2 5 1^^75 ^71 -^6O AS 2 6 2.00 -1.64 -12196 RS 2 6 1'79 1^^O6 -^�1^81 2 7 � 2.03 -1.14 -17.69 RS 2 1(S 182 141 -7^87 (EACTIONS � VERTICAL HORIZONTAL, MOMENT (KIPS) (KIPS) (K -FT) LEFT COLUMN -5.7722 -7.7398 .000 RIGHT COLUMN -1.8778 2.6777 .000 FRAME DESIGN PROGRAM DATE 02/15184 START TIME 17HR 41MIN 15SEC 50 KSI RIGID FRAME RF 60:18 LL=12 WL=15 BAY=30 PAG[ 5 COMBINATION NO. 3 - FORCES' � � ************** LEFT SIDE ************* �************* FRAME CHECK AXIAL SHEAR MOMENT RIGHT SIDE 5bM|. SECT. (KIPS) (KIPS) (K -FT) FRAME CHECK AXIAL SHEAR M***** MOMENT CS 1 1 6.55 SGMT ^ SECT. /^ (KIPS) (KIPS) (K -FT) CS 1 2 6^55 8.83 00 C� l 1 1^1O -3.84 CS 1 3 6^55 8^23 ' 13^74 Co l 2 1^1O -3.46 ,0O -6,16 CS 1 4 6^55 7^63 26^47 Cb l 3 1^1O -3~O9 -11.7O CS 1 5 6^55 7^O3 38^21 C5 l ' 4 1^10 -2.71 -16,61 CS 1 6 6^43 . 48^p4 Cb l 5 1^10 -2.34 -20,p0 CS 1 7� 6^55 5^83 58^68 Cb l 6 1^10 -1196 -24.56 6^55 . 5^�23 . 67^41 . Cb 5 l 7 1.10 -1.59 -27.6C'-- 27.6OCS CS 2 1 055 5.23 67.41 CS 2 1 1.10 -^ -1.59 [S 2 2 � 6.55 4.90 71.80 CS 2 - ^ 27 6O CS 2 3 6.55 4.57 75.88 CS 2 2 1^10 -1.38 -29^00 CS 2 4 6.55 4^24 7p^66 CS 2 3 1^ . -1^17 -3O.22 CS 2 5 6.55% 3'91 83^13 4 1^1O -^97 -31^25 CS 2 6 6.55 3'58 86^3O CS 2 � 5 1^lV -^76 -32^O8 CS 2 7 6.55 CS 2 6 1^l0 -^55 -32^73 3'25 ' 89^17 . CS 2 7 1^l0 .10 -.35 -33.19 is 1 1 2.91 -5.95 87.05 RS 1 1 33 -^ lS 1 2 2.92 -5.76 79.88 RS 1 2 ^ 82 -34^40 ?S 1 3 2.94 -5^^58 72^^p4 RS 1 3 ^34 -^68 -35.34 (S 1 4 2.95 -5^39 66^25 RS 1 4 ^35 -^55 -36.11 \S 1 5 2.96 -5^20 59^80 RS 1 ^37 -^42 -36.7O (S 1 6 2.97 -5^01 53^59 5 ^38 -^28 -37.13 (S 1 7 2.99 RS 1 6 ^39 -^15 -37^39 -4.82 47.62 RS 1 7 -.02 -37.49 .40 13 2 1 2.99 2 -4.82 47.62 RS 2 1 ^ 4O - 02 -37.49 -+ `� 16 2 2 3.02 -4.32 32.32 RS 2 2 ^44 ^ ^33 ^ �e7.02 3 3.05 -3.82 18~66 RS 2 3 18 2 4 .84 -�.5O 1O^56 RS 2 ^47 ^68 -35.41 S `'� 2 5 . 88 � O1 -�. ^ -.31 RS 2 4 ��5O 1.03 -32 63 .o 2 6 .91 -2.51 -9.52 RS- 2 5 � 54 ~ 1 38 - ^ 28^7O S 2 7 .94 -2^01 . -17^O8 RS 2 6 7 ^57 1^73 -23.61 � . .60 2.09 -17.37 EACTIONS VERTICAL HORIZONTAL MOMENT . (KIPS) (KIPS) (K -FT) LEFT COLUMN -6.5486 -8.8316000 ' RIGHT COLUMN , -1 1014 3 , 8359 ^ - .0OO ^ ' FRAME DESIGN PROGRAM DATE 02/15/81 START TIME 17HK 01MIN 15SEC PAG[ 6 50 KSI RIGID FRAME RF 60118 LL -12 WL -15 BAY=30 LEFT SIDE CONTROLLING STRESSES (KSI), STIESS RATIOS AND LOAD COMBINATION NOS. � (STRESSES ON THIS PAGE HAVE BEEN CHANGED BY THE COMBINATION LOAD FACTORS) FRAME SGMT. CS 1 CS 1 CS 1 CS 1 CS 1 CS 1 cS 1 CHECK SECT. 1 � 5 6 7 INNER FLANGE CHECK STRESS RATIO COMB! -3.967 .198 .198 1L -9.260 .371 .509 1L -15.196 .580 .707 1L -19.204 .700 .839 1L -22.000 .764 .931 1L -23.989 .820 .929 1L -25.420 .874 .970 1R OUTER FLANGE CHECK STRESS RATIO COMB. -3.967 .198 1L -10.233 .371 3L -16.028 .580 3L -19.321 .700 3L -21.096 .764 3L 24.614 .820 1R 26.205 .874 1R WEB PLATE CHECK STRESS RATIO COMB. -7.257 .378 1L -4.910 .316 11 -3.599 .294 1L -2.795 .308 1L -2.266 .323 1L -1.900 .341 1L -1.635 .360 1L CS 2 1 -21.896 .838 1R 25.544 .851 A -1.537 .339 1L CS 2 2. -22.469 .856 1R' 26.172 1R -1.421 11- LCS CS 2 3 _ -22.955 .873 1L 26.686 .812 .890 1R -1.321 .348 .357 11 CS 2 4 -23.366 .888 1L 27.104 .903 1R -1.235 .367 iL 5S 2 5 -23.713 .897 1R' 27.441 .915 1R -1.160 .378 1L CS 2 6 -24.005 .910 1L 27.710 .924 1R -1.095 .389 11- LCS CS 2 7 -24.250 .922 1L 27.920 .931 1R -1.037 .400 '1L is 1 1 -25.585 .939 1L 27.303 .910 1L 2.482 .958 11- LAS AS 1 2 -24.062 .873, 1R 25.681 .856 1R 2.579 .849 1L is 1 3 -23.398 .841 1R 24.909 .830 1R 2.636 .730 1L is 1 4 -21.341 .765 1R -21.151 .766 3L 2.805 1L is 1 5 -18.928 .687 1R -21.814 .790 3L 3.040 .643 .566 1L is 1 6 10.098 .670 3L -22.633 3L 3.376 1L lS 1 7 20.861 .695 3L -23.672 .820 .857 3L 3.874 .497 .439 11 IS 2 1 25.139 .838 .3L -24.568 .890 3L 5.423 .614 1L is 2 2 -17.203 .623 3R 17.275 .576 3R 3.830 .515 1L IS 2 3 -14.916 1.010 311 -15.380 .617 1L 2.579 AL is 2 4 -12.541 .870 3R -22.628 .877 1L 1.575 .406 11- L(S IS .287 2 5 24.557 .819 1L -26.179 1.002 1L -.951 .199 31 - IS 2 6 25.315 .844 1L, -26.855 1.024 1L -.705 .167 3L IS 2 7 23.815 .794 1L -25.280 .965 1L ;647 .173 3.11 ^ FRAMEVESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41M ^ N 15SEC PAGE 50 KSI RIGID FRAME 7 RF 60:18 LL=12 WL=15 BAY=30 ' SIDE ALLOWABLE STRESSES (KSI), MAY BE INCREASED BY 1/3 FOR WIND LOADINGS *LEFT FRAME CHECK AXIAL BENDING COMPRESSION WEB SGMT. SECT. COMPR. TENSION INNER FLG OUT[�R FLG� SHEAR CS 1 1 20.046 30.000 28.660 ~ 27.618 19.194 CS CS 1 1 2 18.927 30.000 28^^55~ � 27^610 15^523 3 17.903 30.000 28'45 27^61 12^235 CS CS 1 1 4 16.973 30.000 2834� 27^61" 9^O84 5 16.127 30.000 28^23� 27^61� 7.511.CS 1 6 16.763 30.000 3O^^0O� 27"61� 5^574 ' CS 1 7 15.999 30.000 3000� 27.618 4.537 4^537 ' CS US 2 1 16.577 30.000 30.600 27.618 4.537 2 2 16.198 30.000 29.20 27^618 4^086 :9 2 3 15.834 130.000 29.�759 27^618 3^698 :9 2 4 15.487 30.000 29.583 27^618 ^363 :S 2 5 15^ 748 30.000, 29 ^ 27.618 3.363 ^ ' IS � 2 6 15^416 3O^OOO ^391 29^184 27.618 3,O72 ~ S 2 7 15 .O98 30.000 28.962 27.618 2,817 2.592 is 1 1 14.567 30.000 28.702 27.618 2.59.'-.'.- (S 1 2 15.193 30.000 �9.2O8 - 27^618 3^O39 IS 1 3 15.448 ^171 30.000 29^646 ^ 27.618 ^ 3,611 . tS 1 4 16 ^963 30^0OO 3O^OOO 27.618 4,362 is 1 5 16.963 . 3O^O00 30.000 27.618 5.375 LS 1 6 17.832 30.000 30.000 27^618 6^786 is 1 7 18.790 30.000 3O^O0O 27^618 8^834 13 2 1 18.227 30.000 27.618 27.618 8.80,''1. .S 2 2 17.572 30.000 27.618 27^618 .S 2 3 16.960 30.000 14.767 27^^618 7^439 6^350 S 2 4 16.388 30.O00 14.407 27618 5^484 S 2 5 16 54 30.000 14'^O75 27^618 4^784 � S 2 6 15.-�41 30.000 13768 ' 27^618 ^ 4^2O9 S 2 7 16 . v 5�6 30 OOO . 27.618 27.618 ^ 3.733 iW'*-".NE D[WGN PROGRAM DATE O2.'1WI START TIME 17HR WIN i5SEC PAG[ 50 KSI RIGID FRAME 9 RF 60:18 LL -12 WL -15 BAY -30 DEFLECTIONS AND ROTATIONS (POSITIVE DEFLECTIONS ARE DUUNWARD AND TO THE RIGHT) (POSITIVE ROTATIONS ARE CLOCXUISE) (DIMENSION X IS FROM THE SHEET LINK AND Y 18 -FROM THE EXTERIORCOLUMN BASE) POINT NO. X Y FRAME TYPE OF (FT.) (FT.) COMB,. SIZE OF THE DEFLECTION OR ROTATION SIDE MOVEMENT NO. 1 2.63 16.50 LEFT HORIZON. 1 -.3076 INCHES OR -.307593+000 == INCHES 2 2.6279 INCHES OR .262792+001 INCHES� 2 ' 3 3.6083 INCHES OR360832+001 ^224O3O-O05 � INCHES 30.00 18.95 LEFT HORIZON. 1. .0000 INCHEA OR INCHES 2 2.5664 INCHES OR .256638+001 INCHES 3 ... 2 63 16 5O RIGHT HORIZON 3 3^5621 INCHES OR ^356207+001 INCHES l .3076 INCHES OR .307594+000 INCHES 2 2.4519 INCHES OR .245190+001 INCHES 4 � �8.95 LEFT VERTICAL 3 1 3.4385 INCHES OR 343847+001 ' INCHES .3O.O0 3.4201 INCHE'S' OR 342014+001 INCHES ` 2 -.9742 INCHES OR -.974161+000 INCHES 5 1.02 .v 'O LEFT ROTATION 3 -^9353 INCHES OR -.935336+000 INCHES l -.5621 DEGREES OR -.981038-002 RADIANS ' 2 1.2139 DEGREES OR .211860-001 RADIANS 6 1.02 ~ O0 RIGHT ROTATION 3 1.5726 DEGREES OR .274472-001 RADIANS l .5621 DEGREES OR .981039-002 RADIANS 2 .8567 DEGREES OR .149515-001 RADIANS 3 1.2219 DEGREES OR .213268-001 RADIANS |AXIMUM DEFLECTIONS AND MINIMUM DEFLECTION RATIOS - |AX. HORIZ. DEFL. AT LEFT KNEE= 3.6083 IN., RATIO= 54 9' COMB. 3 |AX. HORIZ. DEFL. WRIGHT KNEE= 3.4385 IN., RATIO= 57.6, COMB, 3 'AX. VERT. DEFL. OF 3.4201 IN., ` RATIO= 203.4, COMB 1 SPAN NO 1 IN. VERT. DEFL. RATIO OF 203.4, DEFL.= 3.4201 IN.^ CO'B, 1, SPAN 1 IVE - . LOAD MAX. VERT. DEFL. OF , 5651 IN., RATIO= 271 ' SPAN NO 1 IVE LOAD MIN. -VERT. DEFL. RATIO OF 271.1, DEFL.- 2.�^�1 IN., SPAN 1 Ceco/Andersen Building Systems ' :�I.t • tiff; w ii' Ya. T•i•r. • . r a � t t� ' :�I.t • tiff; w ii' Ya. T•i•r. • . r a � t -6.1t6oORO DAM BLVb .1 L( -'A. 95..s • (916) s3 .", OWNER, Vl-\C,4\T?RO SEED corL)-r2k\c7o2o". 1v,\ot)C121Y -S7.rEZ -57'12UCr. f ESSI, I VE 4,90PD = /2 P F, C. C -D L&j E- t-\ 1) -4te- A , A29387 ti rlr /VIV I-A7-E1?4\L BEl\RlAj&.' c y 3/2/P4 ,D ES l G /U L O Q I� S _ IN J N D .: _ _ !$ /�S F .� . r_�,._ _ .. Q�pf 1?-/84 0.54-e4 W,-9 zjys! V1�, 11n/o 2� 0048 GO 47 t •L / -7V'2/31.b7 9s� 6s „oZ Asn .1 sr1008/ rllj cl 3L , s'z � viloo� svot•ccs lviel - - - .._ .. SVeSe 'V)'all.OtO QtJ O. -Id - .. .. w ams oNus.lms 'o.19 wro 010 CVr ONWJINMJNI .. ... ... ✓E2 T/ C L\. L ps %leal USE 34 " FTG E L p TELA L r�5x 2 e) ¢ 0-, 7-x 11 )7x /S = /,q55-0 053soX0.33��z L Z- 84 ( X50 X1 L/.SE 34 �`S� FTG 3' DEE p lIy/ — 4 EV �• 2 19► W, Of0 OAM BJVD.OEV ElmoSWIE S63 MIIANMNOOQ0-111. CA. 9S945 lore) 533.2oe5 ✓E2 T/ C L\. L ps %leal USE 34 " FTG E L p TELA L r�5x 2 e) ¢ 0-, 7-x 11 )7x /S = /,q55-0 053soX0.33��z L Z- 84 ( X50 X1 L/.SE 34 �`S� FTG 3' DEE p lIy/ — 4 EV �• 2 19► W, - ewwFGINO .e] OeO 0', "D 5 SUIMIR Cjp SOILS M i • It -0 111 OROVISU. CA. -VS%S e13.7oee FOD 711u& C, VE2T/C4. L 2 = 2Dx3ox16 _ ��oo � 91,0 44TE2.4t- �= 2d x 2 x /5 � QGri x 0 3 45o X 3,3 Aw 3- d4 SA 2 ►N. VE2TIG/aL 3,9 X 30 /4400 Ps F ..,-.,.......«.. _.. r_...+.. ^.....w-...,.... ==...-..._ uS E 34 ".5$ Q\�Of ESS/p�/9 O ! y No C2,11,18 c���4,25(37�X4 31� Z� 21 —i-� _ se 34 "Ste Frs.... 2. i5 Dcs-p pF CA1-�F 0 3/21e4 o,34-34 S(9.61 fUrVtTINGfUll[MP-0ollovuLL, c.. vsves s» sDer elb 2� /5'x/ox/b= 2doo� 4,950.d /�OSo XON 33) /2 300 x 2 , 2 J = 2. �I9 " U 5F- 2 ocr& s_S7J USE 21 O ' S$ - FTG ,/ 2 , 4 ' I>EE p ox /5 X L-.4 TE2 P L. ��� Q ti �C S `7Q P_ 2 o )c x /s y No. C 387 y 00 X. 0, 3-3 a _ c/=[4,zsC 3Isx -Z.4 �9a C7V1�. ..P as 20''x/ Fr&.J 2.9 �d W -n -0 DAM "'O. II�MNNO II OPOVIl11:�'CA VSVeS 01N9t!E.2% vl-\CL\R2O. SEE/7 . _.. GOrJ7-2�C7'02% MODERN STEEZ STIeuCT IS' 0 M SES/GIy LDNIDS L I ✓E LOAD = l2 !�S � I?��D Lott D: 4 PS . - .501L 8EWRla 6, : /500 /mss F LA7E124\L BEI-\Rltj&= ISDPsF�i=r Q�cO� ESSlQf� G. f �iY l Fig, �L&i �Nq. C2081 y 3/284 o-54 - epi 61 010 011 6110, ft— ..f. 'A. 03 VOS S 533.2"a r/ CA L V ME T) E E P r 7Z. pq aF-: L A TE 12 A\ L X /S ., A o" _ _.., _ ._. d CQ,.ZS.( x 3 75 LA iv STEEL 9387 r7l � ¢ P Iv 2-f "11-Y r- rG - t44 o34-84 w^- } -r. - - - - - •) EN6WlF.INO - �D7 Oto 040 I'vo f ./ fY.VE11N(i Gn SVII[ M , w0,11. F.. asves S,3.?Mo 1 IfR T/ QC1 L- ____._.. 2= _3OX3o/x /zPsr.= /4400 101eDo- - LL/TE.epL �.�. �% = ✓o3so X45o x-4-1 U s E _ 34''s.. _ FrG 3DEE p 4 - .34 !2 E► w, i r �v,OFES p/�,� C29 o m y Viv .Q./ MOMI.ING ." -0 040 6"o. SU V[T Gn S.76 M J. NOVA!. CA. V34E3 ... (9I41 ill.]oEC l VE27-104,L 2 = 2DX3oXJ6 = %JUDO � AA- 91oo1900 � -- o o x 2-9 X 15 cl =Z4, 25�45o x 3,3 = 2 18 2 L4 SE 28 S� FTG 3.0 DEED. W 3- d4 S A 2 E W. I/E2TIG/a�. jZ = 3O )(3 o X /L = J4400,s F w_.._...�._.�_.- USE 34 -5f LRT�C,c�L QRpVESS/p�, 0 9 __ __ ._ �..-.. 3D X 18 X l5• — 8 J�'� . ��c�``'���� C. icy < / Y 23 y CI 4, ` 37544 i,lS E 34 FTS. 21 i'S t'�6E J� pF s CN\ -N . 4 3/2�e4. o34-84 •� fNcweeuNa .e. -0 0', 8"01SURV(11Na Gn fUlff M � .I�.MNO lLl OYOYIIIE. (A VSVp3 (ple) SSJ-90 @ F007/,646 VEI2T/CAL NS6 /5X/8 X ,cS Z- 300 30O s 3 7J d. . 2, 3 z-* .. _ U 5 E T�- 2Dx/5x 1��48� LAT�/Z�L }� = 2 d x ie x is C/ o ZS/5.4o(vK D( 3.3 Z� 2 2.4 as o QROV ESS/p,� � y No. Q09387 rr � x �qr C/v1 v_, 5, A a .; Ceco/Andersen CECO STRUCTURAL...,_ CALCULATIONS' CUSTOMER V(A.fniVO �ec� JOB NO. A. DESIGN CRITERIA AND REACTIONS B. PLAN C. ROOF DESIGN (SECONDARY FRAMING AND PANEL) D. SIDEWALL AND ENDWALL DESIGN (SECONDARY FRAMING AND PANEL) E. ENDWALL DESIGN (PRIMARY FRAMING) F. RIGID FRAME DESIGN G. LONGITUDINAL BRACING Member H. SPECIAL FRAMING DESIGN k; ABAA METAL BUILDING MANUFACTURERS ASSOCIATION CECO/ANDERSON BUILDING SYSTEMS IS AN APPROVED FABRICAT08.QF METAL BUILDINGS AND THEIR COMPONENTS. I.C.B.O. REPORT NO. FA -277 Ceco/Andersen Building Systems A sion - The Ceco Corporation CECO 12101 EAST BRANDT ROAD, LOCKEFORD, CALIFORNIA 95237 PHONE (209)727-5504 The Ceco/Andersen Building Systems designs and manu- factures said metal buildings in strict accordance with the following codes: 1. 1979 UBC 2. 8th Edition - AISC 3. AWS 4. AISI - 1980 5. 1974 MBMA Light gauge members shall be precision roll formed or press broken high tensile steel having a minimum yield stress of 50,000 PSI and a basic allowable de- sign stress of 30,000. PSI. Built-up sections and rigid frames shall be welded plate sections having a minimum yield stress of 50,000 PSI and a basic allowable design stress of 30,000 PSI. All said treated bolts shall conform to A-325 and have a maximum allowable stress in shear of 21,000 PSI and in tension of 44,000 PSI. Shear stress shall be based on bearing type connection with threads included in shear plane. All -'roof and wall panels shall be made from hot- . dipped galvanized steel uniform to.ASTM spec. A446 and not less than 26US gauge. All metal trims shall be formed from minimum 26 gauge galvanized steel. ry Juci Oci 1 %Y ,��! � Building SN T -� Systems OF TATE 2- l�-8¢ CECO JOB N0. 54-o573. CUSTOMER ' /�Qf��,•ro �� � / DESCRIPTION DESIGN CRITERIA THIS BUILQING AS FURNISHED BY THE BOB R.ANDERSEN CO. INC...WAS DESIGNED -- -- USING . THE CRITERIA LISTED :BELOW. CAPACITY FOR .LOADS: GREATER THAN THESE OR FOR .LOAD COMBINATIONS -OTHER THAN SHOWN BELOW IS SPECIFICALLY NEITHER INTENDED NOR IMPLIED: A..BASIC .LQAD I. LIVE.LOAD-PSF 2.1 -WIND LOAD -/,{5 PSF . 3. DFAD.LOAD— CY PSF kINCLUDES• LOADS FROM ITEM 5) 4 CRANE:LOAD T- a. CAPACITY AV MAX b. CAPACITY MAX C. CAPACITY MAX 5. ADDITIONAL LOADS a. b. C. B LOAD COMBINATIONS. 1. DEAD + LIVE (D + L). 2. DEAD + WIND (D+W) 3. 4. 5. WH LD MIN WH' LD- MIN WH LD MIN REACTIONS -1 U CIE: CI -Y"1 c:t> FI.6.5 L J1C3F-f:1 1?J6 F OG-sLE D+ L X4_4- t D t- W �5S �I,gr- WH. SPCG WH- SPCG WH SPCG �Y vt..tJi ru iuci aci I Building . DATEMSystens • CUSTOMER CECO DESCRIPTION SHEETING DESIG N 3'- 0 SHEET JOB NO, ---CHART A 3" -}� I 4 I I �I•, 4" 4' q' I„ 1 ' 4 8 12" 316 8 R I2~ Ir F1AtVEL SECT I r fV THICKNESS 1 S i3215 IN. 0433 IN q 3 06 FY FB .0415 I N 1. PSF 50 KSI 30 KSI ALLOWABLE PRESSURE CPSF> SPHN (.FT) 1 -SPAN 3 -SPAN 4 -SPAN 1- 00 SENDING 830.0 DEFLECTION 3648. 9 BENDING DEFLECTION BENDING DEFLECTION 1. 25 531.2 19- 0. 6 1037-5 '263. 2 968. Z. .7710, 0 1. 50 368.8 1140.4 664.0 3718. 7 619.9 3947.5 1. 75 271.0 718.1 461.1 338.7 2152.0 430.5 2284.4 2. 00 . 207207. 5 481.9 259.3 1325. 2 907.9 316.3 1438.6 1. 25 y 204.9 637. 6 242.1 963. 7 2 50 2• ? 5 132. 8 2,46. 3 1,66.0 464. 8 191. 3 154. 9 676. 8 s. ►iia 109. 7 92.2 195.0 137.1 349.2 128. 0 493.4 370. 7 3.25 79.5 142. S 112.1 115.2 269. d 107. 6 285.5 3. 50 67. 7 89. 7 98.2 211.5 91.7 224.5 s. ,, 59.-.01 72. 9 84.6 169. 4 79.0 179.8 4. ►3�3 51. 8 60. 1 73.7 13...7 68.8 146..2 4. 25 45.9 50. 1 64.8 113.4 60• 5 1�0. 4 �. sa 40.-9 42. 2 57. 4 94. 6 53. 6 100. 4 4. 75 36. ' s`. 9 51. 2 79. 7 47. 8 84. 6 e -0. 00 33. 30.7 45. 9 67. 7 42. 9 71. 9 5 25 30..1 26.5 41. S SB. 1 38.7 61. 6 .r. 50 27. 4 23.1 s'7. 6 34. 2 50.1 35. 1 53. 2 �. 75 25. 1 20. 2 31. 3 43. 6 38. 2 32. 0 46. 3 6. 00 6. 25 23. 0 2 1.2 17. 8 28. 8 33.-6 29. 2 26.9 40.5 35. 6 6. 50 19. 6 1S 7 14. 0 26. 5 29. 7 24.7 31. 3 6. 75 18.2 12. 5 24. 5 26. 4 22.9 28. 0 0C, 7. 16. 1? 11. 2 22. 7 23. 6 21. 2 25.-0 25 7. 50 15. 7 10. 1 191 . 19. 0 1S' 7 18. 4 22. 4 7 ?'' 14.7 13 9 3. 1 8. 18. 4 � .. 1.9. 2 17.2 20.2 18. 2 '8 e0 12.9 ? ?. 'S 17 2 15. 6 16. 1 16. 5 16.2 14. 1 13.1 13.0 NOTE THE RgOVE ALLOWA9LES MAY BE INCREASED BY 1;3 FOR WIND LOAD .GONDITIUH.- MAXIM(AV-DEFLECT ION - L/180 - 3 Ceco/Andersen A • Building CECO Systems CHART B . CECO/ANDERSEN BUILDING SYSTEMS rrrr MATERIAL PROPERTIES OF THE ZEE STEEL YIELD FY - S0.00 KSI, TENSILE FU - 65.00 KSI, MOD. OF ELAST. E - 29500.00 KSI .; ZEE SHAPE AND PROPERTIES (CALCULATED USING-AISI SPECS.. 9-3-80 EDITION) ZEE TOTAL FLANGE DESIGN MIN. LIP LIP INSIDE RADII SLIT DEAD NO. DEPTH WIDTH THICK. THICK. LENGTH ANGLE FLG-LIP FLG-WEB WIDTH WEIGHT (IN.) (IN.) (IN-) (IN-) (IN.) (DEG.) (IN.) (1N.) (IN.) (LBS/FT) 1 8.500 2.750 .0600 .0570 .7500. 45.00 .3125 .1875 15.1873 3.100 2 8.500 2.750 .0750 .0710 .7500 45.00 .3125 .1875 15.1250 3.860 ZEE GROSS DEFLECT. CROSS GROSS GROSS GROSS STRESS AREA FORM STRESS NO. AREA IX IX IT RX RY QS OA a' FCO (IN.4) (IN.4) (IN.4) (IN.) (IN.) (KSI) 1 .9068 9.9452 9.9452 1.'5625 3.312 1.313 .9694 .6064 .5879 29.0830 2 1.1298 12.3360 12.3360 1.9295 3.304 1.307 1.0000 .6787 .6757 30.0000 ZEE BENDING TENSION COMPRESSION FLANGE STRESS *TYPE OF BENDING CAPACITY• NO. EFF. IX SXT YC .'SXC STRESS LIMITED r ------------------------r (IN -4) (I0.3) (IN.) (IN.3) (KSI) BY THE 1 9.6833 2.3157 4.3184 2.2423 27.8210 .WEB MAX. FLANGE COMPR. STRESS 1 '9.9432 2.3401 4:2500 2.3401 19.1685 FLANGE NO REDUCTION IN FLG. WIDTH 2 12.3360 2.9026 4.2500 2.9026 30.0000 FLANGE MAX. FLANGE COMPR. STRESS UNBRACEO INNER r SOURCE OF THE ALLOW. COMPR. STRESS FOR r ZEE FLO. ALLOUABLE r THE UNBRACEO INNER FLANGE OF THIS ZEE w NO. COMPR. STRESS • ----------------------------------------r (KSI) 1 1 21.0900 F82 CALC'D. USING AISI PART 3. SECTION 3 2 23.0400 F82 CALC'O. USING AISI PART 3. SECTION 3 ,THE FB2 STRESS WAS CALCULATED USING TWO ZEE SPACES OF 96.00 INCHES AND WITH 04330 IN.4/FT. FOR THE MOMENT OF INERTIA OF THE OUTER FLANGE SHEETING. 'ONLY 97.00 PERCENT OF THE CALCULATED F82 STRESS WAS USED TO ACCOUNT FOR THE GIVE IN THE CONNECTION BETWEEN THE SHEETING AND THE ZEES. MOMENT CAPACITY .................... 16 GA M CAP. 2.24 X 27.52 62.38 1: -IN 5.20 K -FT 14 GA M CAP- 2.90 X 30.00 37.00 K -IN 7.25 K -FT NOTE: F82 AS CALCULATED ABOVE 1S USED AS THE ALLOWABLE CHART C INNER FLANGE STRESS WITHOUT ANY ADDITIONAL FLANGE BRACING OTHER THAN THE SHEETING ON THE TENSION FLANGE. WIND SUCTION MOMENT CAPACITY ............................. l6 GA M CAP- (2.24N2.34)/2 X 21.09 X 1.33 64.23 K -IN - 5.35 K -FT 14 GA M CAP- 2.90 X 23.04 X 1.33 - 89.10 K -IN --7.42 K -FT ENDUALL BEAMS AND COLUMNS ... . . ...... .. ..................... COLOFORMED LIGHT CAGE SHAPES •FY - 50.0 KSI MIN ' SIZE UT/FT THK AREA • SX RX RY ........................................................................ 8.5 X 2 3/4 X 16 GA 'I• 3.10 0.060 0.907 2.242 3.30 0.86 8.5 X 2 3/4 X 14 GA 'I• 3.86 0.075 1.130 2.903 3.30 0.87 8.5 X 2 3/4 X 14 GA '3C' 6.20 0.060 1.814 4.484 3.30 1.05 8.5 X 2 3/4 X 14 GA •3I• 7.72 0.075 2.260 5.806 3.30 1.07 xxzxxzzzzxxxzxzzxxxzzzzxzXXXYXXXXXTXXXXxxxxxxxxxxxxxxxxxxxxxzzzzxxXXYx ...................................................................... 3 -PLATE BUILT-UP SHAPES FT- 50.0 KSI MIN FB -30 KSI DEPTH FLANGE SIZE WEB UT/FT AREA SXx RT RX RY ...................................................................... 8.5 5 X 3/16 .134 10.10 2.97 9.04 1.22 3.60 1.15 8.5 5 X 1/4 .134 12.17 3.58 11.36 1.27 3.67 1.21 a." 6 X 1/4 .134 13.87 4.08 13.37 1.56 3.73 1.49 xzxxxzzxxxxxxxxxxzxxxxxzxzzxxxxxxxxzzzzxzzxxxxxxzxxzxxxxxzxzxxzzxxxzzx NOTE: ENOPOSTS AND RAKE BEAMS ARE DESIGNED AS SIMPLE SPAN MEMBERS ENOPOSTS ARE DESIGNED USING CQ -.8 PRESSURE CO -.5 SUCTION SINCE THE COLUMN IS BRACED AT THE GIRT ELEV CCT:! !MS!DE eun OUT THF. PRESSURE WILL GOVERN. FRAME MOMENT CONNECTION DESIGN ('F(:n/ANnEnSFN Job No BOLTING PLATE CONNECTION DESIGN SI NCI 1111 R(IE 1% ARE IOUIDISIANI FROM flit: FI.ANIa" AS FROM TIIF. uF8 I114 GUSSET ASSUME EACH CARRIES 1/2 TIIF. NOL1 FORCF. 0ECAUSE (IF THE CLAMPING Al THE HOLT LINE AND THE CONTINUITY OF THE ENOPLATE ACROSS THE FLANGE. MES AND GUSSET MPL/2 t v + + w. BOLT LOAD TO LINE 01 ■ P1 BOLT LOAD TO LINE N2 ■ P2 / ^ LOAD TO FLANGE ■ (P1+P2)/2 LOAD TO GUSSET■ P1/2 PE K LOAD 'TO VEB. ■r2/2 P1+P2 P1 P2 I f1UST BE MUST BE MUST BE $ THAN SSTHAR urn I FgS THAN 3 X 3/16 36 K 3 X 3/16 34 K 10 GA 24 K 5 X 1/4 1 76 K 3 X 1/4 1 45 K 3/16 34 K 6 X 1/4 90 K 1/4 45 K CAPACITY ■ AREA X (.6FY) FY ■ 50.0 KSI ENDPLATE BENDTNO WEB T■.1341 MELD ■ .1873'' L ■ 1.243' A -PI (1.245) ■ .136 r1 2 FY ■ 30.0 KSI R CAP -.73 X FY X 3(T11*2)/6 -T P1 3/8 16.9 1/2 30.0 WEB T■.18731 MELD ■ .1873' L 1.2191 A■P1 (1.2191 ■ .132 P1 4 2 R CAP -.73 X FY X 3(T*m2)/6 3/ 1i 1 1/2 30.6 P� Pi �f-a4•e sszs•u s•o,G. £.d P/A& s•s4 j4 3. L a 1/14 H:n s/a PL UZ PL nFPITH 8.5 20 9 1112.8 37.3 30.0 231•.20 10.0 23.0 16.9 12.3 44.3 30.0 22.2 11-0 27-9 16.9 i2,t 49 3 30.0 22.8 12.0 30.3 16.9 13.1 34.2 30.0 23.3 13.0 33.3 16.9 13.4 39.1 30.0 23.8 14.0 NA 0 16 9 13 6 64 0 30.0 24.2 15.0 38.8 16.9 13.8 69.9 30.0 24.5 16.0 41.6 16.9 14.0 73.8 30.0 24.9 17.0 44.3 9 16. 14. 78.7 30.0 25.1 19.0 47.1 16.9 14.32 83.7 3F.0 23.4 19.0 49.9 16.9 ' 14.4 89.6 30.0 23.6 70-0 52-7 16 9 14 S 93 3 �0_O 2S_A 21.0 53.5 16.9 14.6 96.3 30.0 26.0 22.0 58.3 16.9 14.7 103.3 30.0 26.2 13.0 61 1 16 9 14 b 108.4 30.0 26.3 .4.0 63.9 16.9 14.9 113.4 30.0 26.5 23.0 66.7 16.9 13.0 119.3 30.0 26.6 26 0 69 3 16 9 13 1 123-3 30,0--U-7- 27.0 0 026.727.0 72.3 16.9 15.1 128.3 30.0 26.9 28.0 73 1 16 9 13 2 133.3 30.0 26.9 29.0 77.9 16.9 15.2 139.2 30.0 27.0 30.0 90.7 16.9 13.3 143.2 30.0 27.1 31.0 96.0 17. 15.9 152.1 0.9 29.0 32.0 6!9.60 L7.4 Iss.by�11577.3 30.9 29.0 --34 0 9 �f7iS:�7:� 35.0 97.5 17.4 16.0 172.6 30.8 26.3 36.0 100.4 17.4 16.0 177.7 30.8 29.3 CECO/ANDERSEN I Job No. BASE PLATE DESIGN Ceco/Andersen AAAAAAAAAAAAAAAAAAA =Building Systems CECO FLANGE OR WEB THICKNESS (4 X BPL THY.)+ FLG .THK BASE PLATE THICKNESS THE PURPOSE OF THE BASE PLATE IS TO KEEP THE AVERAGE PRESSURE ON THE CONCRETE BELOW ALLOWABLE LIMITS. THE LOAD IS TRANSFERRED THROUGH THE BASE PLATE AT A 2:1 SLOPE FROM THE EDGE OF FLANGE TO THE BOTTOM OF THE BASE PLATE. THE WIDTH OF THE SUPPORTINGI AREA IS EQUAL TO THE BASE PLATE THICKNESS TIMES 4 PLUS THE FLANGE OR WEB THICKNESS. ASSUME: 2000 PSI CONCRETE COLUMN COVERS LESS THAN 1/4 OF THE PIER PER AISC STH ED. FP=.7(F'C) =.7(2000)= 1400 PSI I 3/16" X 5"FLANGE l0 GA. WEB 8" X 9" X 3/8" A 88) X C8-/.G3��- �1.5 X 2.88 = 28.7 ;,v2 Allow(, Ic. Loa.ci : 28 •i x• 1400000 = 40,18 /C;ps A -S CECO/ANDERSEN Job No. Lry JUKA at;j I Building Systems CECO JOB NO: Tjq o53 PAGE:' - - - - - - - - - - - - - - - - - - - - - - z - - - - - - - - ROOF OESIct -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P'ANEL• SEE CHART A FOR DESCRIPTION AND DESIGN CRITERIA GA MAX SPAN NO. OF SPANS ALLOWABLE LIVE (PsF-) LOAD - t,7 26 FT ACTUAL LIVE LOAD (P*SF) zo •P UR L I.N,q• 14AX TRIB WIDTH (FT) SPAN (FT GAGE LAP L/R (FT) 8.5 X 2 3/4 Z -ALLOWABLE UNIFORM LOAD (K/FT) ACTUAL UNIFORM LOAD (K/FT) e2/4o -SAVE STPUT.S- TRIB WIDTH (FT) 8.5 X 2 3/4 L LOW AeLE UtJIFCRM* LOAD (K/FT) GAGE: C ACTUAL 'UNIFORM LOAD (r/FT) Ceco/Andersen BUdclinn Systems CECO JOB NO: 546 S PAGE: p f *PANEL * SEE'CHART.'A' FOR DESCRIPTION AND DESIGN CRITERIA GA MAX SPAN- NO. OF SPANS ALLOW WIND LOAD (PSF) Z_& ACTUAL ACTUAL WIND LOAD (PSF) YXXXXXXXxXXXXXX;CxxtxXXX;CXxxxxXXxXX;CxxxxxxXXXxXXXXXxxxxxXXxXXxxxxXY.XY;CXXX *GIRTS * SEE CHART .'B'.FOR DESCRIPTION AND'DESIGN CRITERIA ----------------SIDEWALL SPAN-_ GAUGE 11111 11%1 t t a t l t t t 130 FT /¢ ELEVATION ata•ssss.sss 74 /o "o 5'o :TRIB WIDTH(FT) affttffefesfstf.t . 5.0 N z8'Ey Z by oozy ¢ 2 - --------------- ENDWALL--------------------------- SPAN GAUGE 20 F T L� ELEVATION taaafsttsaa 7 �¢ /d 'D 10 ZS 2¢ NOTE: GIRTS ARE DESIGNED USING TRIB WIDTH(FT) f t a f f f f t f f t l a f t t -610 CQ= 1.2 PRESSURE CCS= 1.1 SUCTION MOMENT f f t t a t f t 7•/4- K -FT MOMENT l t f'ft f f • 3� /7 K -FT FOR SIMPLE SPAN THE GIRTS ARE BRACED ON THE COMPRESSION FLANGE BY THE SHEETING FOR PRESSURE FORCES, BUT FOR THE SUCTION LOADS THE LOWER ALLOWABLE STRESSES ARE USED. BECAUSE OF THIS THE SUCTION FORCES GOVERN. MOMENT=(.WIND LOAD). -.X (CO/1.3) X (TRIB) X (SPAN).X (SPAN)/8000 16 GA MOMENT CAPACITY= 5.35:F( -FT 14 GA MOMENT CAPACITY= 7.'42 K -FT Ceco/Andersen Building Systems CECO JOB NO: 3 ¢ o S PAGE: --------------ENDWALL DESIGN---- --------\----------------- WL= 15 PSF SEE CHART 'C' FOR DESCRIPT16k AND DESIGN CRITERIA *RAKE EAM LL= 16P'S F J MEMB R SPAN It ?aF x �i� /off � TRIB �IDTH KI s -,c- God MOMENT/ MOM A- T CAP S o K -F 2Z. *CO NER POST M MBER SPAN TRI WIDTH MOM T `IMO NT CAP—' t t t GA OBL ' C' / .� FT /5 X775 K -F SPAN TRIB WIDTH /8 3 FT Zo MOMENT MOMENT CAP It -7,-7-5 K -FT f,$ COLUMNS MOMENT= (WL) X (TRIG WIDTH) X (CCS/1.3) X (SPAN*}2)/8000 MOMENT CAPACITY= (SX) X (FB) X (1.333)/.12 .¢ Ceco/Andersen Building Systems CECO JOB NO:. 3¢os3 PAGE: EZ --------------ENDWALL DESIGN----------�------------------ WL= /!5 PSF SEE CHART 'C' FORDESCRIPTIONAND DESIGN CRITERIA *RAKE BEAM * LL= 14, PSF Pyr '-AJ Nea.rP•si" •:**:��******* MEMBER SPAN TRIB WIDTH MOMENT MOMENT CAP to FT /S /S o K -FT 2Z. *CORNER POST * T r✓n quo 4c a,— 2+%> �ro ************** MEMBER SPAN TRIB WIDTH MOMENT MOMENT CAP sssssss.s ssssss sessssssssss ssssssss sss'sst•ssssss 12"Bc( Z 1(.6 FT % K --FT /oA 40 *END POSTS MEMBER SPAN TRIB WIDTH MOMENT MOMENT CAP /ZBU Me FT Zo 3Z K -FT -8e,z A COLUMNS f s s f s s t% t • FB z1„ Gw� Ilawe�, MOMENT= (WL) X (TRIB WIDTH) X (Cts/1.3) X (SPAN*}2)/3000 MOMENT CAPACITY= (SX) X (FB) X (1.333)/12 CECO/ANDERSEN Zo , 24u fox y4z F tweh d-xV/& of (o X -4'im o F X. Y4-rF klo� Job No. V 0 S 3/„0,43z5 _N ICECO/ANDERSEN I Job No. Z� 'i k _ Ceco/Andersen Building JOB a 3 4o s 3 Systems PAGE # CECO XXXXXXXXXXXXXXXXXX LONGITUDINAL'. --WIND BRACING DESIGN XXXXXXXXXXXXXXXXX THE WIND LOAD IS ACCUMULATED FROM THE RIDGE DOWN TO THE SIDEWALL THEREFORE THE MAXIMUM X -BRACE LOAD WILL BEAT THE SIDEWALL. LOAD TO THE SIDEWALL IS �,SS KIPS. BRACE Z BAYS. MAXIMUM BRACE TENSION PER BRACED BAY IS 3,78 KIPS. USE 3/8" 0 EXTRA HIGH STRENGTH CABLE ALLOWABLE BRACE TENSION IS 5.75 KIPS. FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC 50 KSI RIGID FRAME OF 60,18 LL -12 WL -15 BAY=30 PAGE 1 FRAME WIDTH EAVE HT. ROOF SLOPE *' BAY DEAD LIVE WIND" YIELD (F[ET) (FEET) (IN/FT) * \SPACING LOAD LOAD LOAD � STRESS LEFT 30.0000 18.0000 1.0000 * (FEET) (PSF) (PSF) (PSF) �--- RIGHT 30.0000 18.0000 1.0000 * 30.0000 4.00 12.00 1�~^`(O 5`'`~^' TOTAL 60.0000 "^""° ' SPANS (FEET) ' 60.000 WIND ARRAY NO. 1 LEFT WALL LEFT ROOF RIGHT ROOF RIGHT WALL WL/VP HORIZ. HORIZ. VERT. VERT. HORIZ. HORIZ. FACTOR COEFFICIENTS = .80 -.60 -.60 -.50 -.50 -.50 10000 LOADS (PSF) = 12.00 -9.00 -9.00 -7.50 -7.50 -7.50 ----------------------- -.------------------------------------------------------- � **** CONCENTRATED LOADS *�** (X� IS FROM SHEET LINE OR INTERIOR COLUMN LINE) ) LOAD X Y VEkTICAL HORIZONTAL MOMENT LOCATED "SPAN LOCATED NO. (FT) (FT) (KIPS) � (KIPS) (K -FT) FROM THE N' ~ 20.00 18.27 OOO 2 25O 3 901 LEFT ~^'ON -THE - 1 , , , - , � 1 RAFTER . / LOAD COMBINATION 1 2 3 ' ' COMB. LOAD FACTOR 1.000 .750 .750 DEAD LOAD ' 1.000 1.000 1.000 LIVE LOAD 1.000. .00O .000 WIND ARRAY NO. 1 .000 1.000 1.000 CONCENTRATED ' LOAD NO. 1 ` .00O .00O 1.000 COLUMN WEB HTS. RAFTER WEB HTS. COL. FLG. RAF. FLG. GIRT PURLIN BASE KNEE KNEE PEAK WIDTH WIDTH DEPTH DEPTH LEFT 7.500 24.000 24.000 20.000 6.000 6.000 8.500 8.500 RIGHT 7.500 24.000 24.000 20.000 6.000 6.000 ^ PINCH LEFT RAF. TO 13.000IN. AT 10.114 FT. FROM SHEET LINE - STIFF. REQ,D. PINC&RIGHT RAF. TO 13.00O IN. AT 1O.114 FT. FROM SHEET LINE - STIM REQ'D. ALLOWED STRESS RATIO = 1.030 ******** LEFT SIDE PLATE SIZES ******* STRESS RATIO AND COMBINATION NO. WEB PLATE ================================ 3GMT INNER FLANGE OUTER FLANGE THICK LENGTH INNER FLG OUTER FLG WEB IS 1 .250«"X 6.0 .1875 X 6.0 .1 ` 340 10.000 .970 1R '874 1R 378 1L IS 2 .3125 X 6,0 .1875 X 6.0 .1340 7.515 .922 1L 931 1R ^4OO 11 KNEE CONNECTION PLATES ' IS 1 .2500 X 6.0 .1875 X 6.0 .1340 7.553 .939 1L .910 1L958 1L IS 2 .1875 X 6.0 .1875 X 6.0 .1340 20.000 1.010 3R 1.024 1L '^614 11 PEAK CONNECTION PLATES ` FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC PAGE 2 � "O KSI RIGID FRAME - ----- '''~^ ^ RF 60:18 LL=12 WL -15 BAY=30 **** REACTI S (KIPS) FOR LOAD COMBINATIONS *��* 1 2 3 LEFT VERTICAL 14.4 -5.0 -6.5 LEFT HORIZONTAL 7.3 -7.7 -8.8 ' RIGHT HORIZONTAL 7.3 2.7 3.8 RIGHT VERTICAL 14.4 . -1.9 -1.1 ' LEFT SIDE PURLINSARE LOCATED AT X = (FEET FROM OUTSIDE SHEET LINE) 29.06* 24.53 20.00 15.00* 10.00* 5.O0H .00 ' LEFT SIDE GIRTS ARE LOCATED,AT Y = (FEET FROM BASE OF COLUMN) 7.33* 12.83* 18^00 INNER FLG. BRACES: *-STD., H-HVY., X-HVY, INADEQUATE, $-FLG. BRACED BY GIRT U --HAUNCH KNEE BRACE, P -PROCEDURAL BRACE USE STD. BRACE FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC PAGE 3 50 KSI RIGID FRAME RF 60:18 LL=12 WL=15 BAY=30 COMBINATION NO. 1 - FORCES ' \ ^ ************** LEFT SIDE ************* !`************RIGHT SIDE ************* FRAME CHECK AXIAL SHEAR MOMENT FRAME CHECK AXIAL SHEAR MOMENT SGMT. SECT. (KIPS) (KIPS) (K -FT) SGMT. SECT. (KIPS) (KIPS) (K -FT) CS 1 1-14.40 -7.29 .00 C' - 1 1 -14.40 -7.29 OO CS 1 2 -14.40 -7.29 -11.09 C- 1 2 -14^4O -7^29 -11~O9 CS 1 3 -14.40 -7.29 -22.18 C 1 3 -14^4O -7^29 222.13)- CS 1 4 -14.40 -7.29 ' -33.27 C� 1 4 -14^4O -7^29 33^27 -44^37 CS 1 5 -14.40 -7.29 -44.37 C 1 5 -14^4O -7^29 - CS 1 6 -14.40 -7.29 -55.46 Cs 1 .6 -14^40 -7^ 29 55�46 CS 1 7 -14.46-7.29 -66.55 CS ' 1 7 -14^4O -7^29 -66^55 CS 2 1 -14.40 -7.29 -66.55 CS 2 1 -14.40 -7.19 -66.5,; CS 2 2 -14.40 -7.29 -72.66. CS 2 , ^ -14 4O ^ -7^29 -72^66 CS 2 3 . -14.40 -7 29 . - . 78 77 CS 2 3 ^ -14 4O ^ ^ -7 29 ^ - 78 77 CS 2 4 . -14.40 - . 7 29-84.88�- [S � 2 � 4 W14.40 -7.29 ^ "84.8,3' S 2 5 -14.40 -7.29 -90.99 CS 2 5 -14^4O -7^29 9O^99 -97^1O CS 2 6 -14.40 -7.29 -97.10 CS 2 6 -14^4O -7^29 WS 2 7 -14.40 -7.29 -103.20 CS 2 7 -14^40 -7^29 --O3^2O is �S 1 1 1 -8.37 12.56 -98.92 RS 1 1 -8.37 12 56 -93.92 -84^21 is 2 -8.32 11.96 -84.21 RS 1 2 -8^32 11^96 - 1 3 -8.26 11.36 -70.25 RS 1 3 -8^^26 11^36 -7O^25 {S 1 4 -8.21 10.76 -57.04 RS 1 4 -8^ 21 10^76 - 57^O4 lS 1 5 -8.16 10.16 ^ -44.57 RS 1 5 -8^ 16 1O^16 - 44^57 lS 1 6 -8.11 9.56 -32.85 RS 1 6 -811 9^56 32^85 -21~88 Its 1 7 -8.06 8.96 -21.88 RS 1 7 -8^O6 8^96 TO 2 1 -8.06 8.96, -21.88 RS 2 1 -8.06 8.96 -21 88 IS IS 2 2 2 3 -7.93 7.38 5.37 RS 2 2 -7^93 7^38 5^37 -7.8O 5.80 27.39 RS 2 3 -7^8O 5^80 27^39 IS 2 4 -707 4.22 44.18 RS 2 4 -7^67 4^22 44~18 \S 2 5 -7.54 2.64 55.73 RS 2 5 -7^54 2^64 55^73 tS 2 6~. -7.41 1.07 62.04 RS 2 6 -7^41 1^O7- 62^O4 !S 2 7 -7.28 '--.51 63.11 RS 2 7 -7^28 -^51 63^11 WACTIONS VERTICAL HORIZONTAL MOMENT (KIPS) (KIPS) ' (K -FT) LEFT COLUMN 14.4000 7.2933 .00O RIGHT COLUMN 14.4000 7.2933 .000 FRAME DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC PAGE 4 10 KSI RIGID F.AME RF 60:18 LL=12 WL -15 BAY=30 COMBINATION NO. 2 - FORCES ' \ . ************** LEFT SIDE************* \************* RIGHT SIDE ************* FRAME CHECK AXIAL SHEAR MOMENT FRAME CHECK ' AXIAL SHEAR MOMENT SGMT. SECT. (KIPS) (KIPS) (K -FT) SGMT. ~ECT. - (KIPS) (KIPS) ( (K -FA CS 1 1 5.77 . 7 7' . � .00 ' CS 1 1 1.88 -2.68 ' OO CS 1 2 5.77 7.14 � 11.97 l^CS 1 2 1^88 -2^30 04^29 CS 1 3 5.77 6.54 22.95 CS 1 3 1^^88 -1^93 -7^95 CS 1 4 5.77 5.94 32.92 CS 1 4 1^88 -1^55 -1O^99 CS 1 5 5.77 5.34 41.89 CS 1 5 188 "1^18 -13^41 CS 1 6 5.77 4.74 49.87 CS 1 6 1^^88 -^8O -15^2O CS 1 7 5.77 4.14 56.84 CS 1 7 188 -^43 -16^36 CS 2 1 5.77 4.14 56.84 CS 2 1 1.88 -.43 w16.36 CS 2 2 5.77 3.81 60.25 CS 2 2 1.88 -^22 -16^73 CS 2 3 5.77 3.48 63.36 CS 2 3 1^88 -^O1 ^19 -16^92 CS 2 � 4 5.77 3.15 66.17 CS 2 4 1^^88 �r ^4O -16^91 CS 2 5 5.77 2.82 68.67 CS 2 5 188 L16^72 CS 2 6 5.77 2.49 7O.87 CS 2 6 1^88 ^61 ^81 -k6^34 CS 2 7 5.77 _2.16 ` 72.77 CS 2 7 1^88 -15^76 IS 1 1 1.76 -5.27 70.28 RS 1 1 1.55 -1.49 -16.53 �S 1 2 1.77 -5.08 63.87 RS 1 2 1.56 -1^36 -18^2 RS 1 3 1.78 -4.89 57.71 RS 1 3 1.57 -1^23 � -19^7o IS 1 4 ' 1.80 -4.70 51.79 RS 1 4 1^59 -1^09 -21^1 is 1 5 1.81 -4.51 46.11 RS 1 5 1^6O -^96 � -22^3v is 1 6 1.82 -4.32 40.67 RS 1 6 1^^61 -^83 -�3^32 is 1 7 1.83 -4.13 35.47 RS 1 7 162 -^ 69 � -4^1 {S 2 1 1.83 -4.13 35.47 RS 2 1 1.62 -.69 lS 2 2 1.87 -3.63 22.49 RS 2 0 1.66 -^34 ^O1 -24.1c'', �-26^02 (S 2 3 1.90 -3.13�' 11.15 RS 2 � 1.69 ^36 -26^7O (S 2 4 1.93 -2.63 1.47 RS 2 4 1.72 - 6^23 (S 2 5 1.97 -2.14 -6.57 RS 2 5 1^75 ^ 71 � -14^6O tS 2 6 2.00 -1.64 -12.96 RS 2 6 1'^79 1^O6 -^1^81 IS 2 7 � 2.03 -1.14 -17.69 -'RE 2 1182 1^41 -7^87 WACTIONS VERTICAL HORIZONTAL MOMENT (KIPS) (KIPS) (K -FT) LEFT COLUMN -5.7722 -7.7398 .000 RIGHT COLUMN -1.8778 2.6777 .000 - FRAME ,DESIGN PROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC l0 KSI RIGID FRAME RF 60:18 LL=12 WL=15 BAY=30 PAGE 5 COMBINATION NO. 3 - FORCES ' / � ************** FRAME CHECK LEFT AXIAL SIDE ************* SHEAR �************* RIGHT SIDE **** ********* SGMT. SECT. (KIPS) (KIPS) MOMENT (K -FT) FRAME CHECK AXIAL SHEAR MOMENT CS 1 1 6.55 SGMT ^ SECT. /^ (KIPS) (KIPS) (K -FT) CS 1 ' '`6^55 8 83 OO C� 1 1 1^10 -3.84 , C___1__` � J ,_ . 6.55 . 8^23 13^74 . C6 b l 2 1.10 , -3.46 ` ,00 ~� 6 16 - ^ CS 1 4 6.55 7.63 26.47 CS 1 3 � 1.10 3^O9 -2^71 -11^7O CS 1 5 6.55 7.03 38.21 CS 1 4 1^10 -2^34 -16^61 CS 1 6 ' 6.43 48.94 CS 1 5 1^1O ^ - ^ -2O^90 CS 1 7 6.55 5.83 58.68 CS 1 6 1^1O -1^96 -24.56 6.55 . 5^23 67^41 . CS 1 7 1.10 -1.59 -27.60 CS CS 2 2 1 ' K55 � 5.23 67.41 CS 2 1 1.10-1.59 -2927.60 -29^OO CS 2 2 J 6.55 6.55 ,90 4.57 71.80 CS 2 2 1^1O 138 -1^17 - ^ CS 2 4 6.55 4.24 75.88 CS 2 3 1^1O - ^ -3O^22 CS 2 5 6.55� 3.91 79.66 83^13 CS 2 4 � 1^1O ' ` -^97 � �31�25 CS 2 6 6.55 3.58 86~30 CS CS 2 5 1^1O -^76 -32^08 DS 2 7 6.55 . 3.25 89. 17 CS 2 2 6 7 1^10 1. ^1O -^55 -32^73 4_ ' -.35 -33.19 is <S 1 l 1 2 2.91 -5.95 87.05 RS 1 1 ^ 33 -^ � 8� - 34 4O is 1 3 2.92 -5.76 79.88' RS 1 2 ^34 -^68 ^ -35.34 is 1 4 2.94 2.95 -5^58 - 5^ 72^p4 ^ RS 1 3 ^35 - 55 ^ -36 11 ^ is 1 5 . 2,96 ' - .39 -5.20 ^ 66 25 59.80 RS RS 1 1 4 5 ^ 37 -' - 42 ^ -36 70 ^ (S 1 6 �.97 -5.01 53^5p RS 1 6 ^38 -^28 -3�^13 lS 1 7 �^99 - -4^82 . 47^62 . RS 1 7 ^39 -^15 -37^39 .40 -.02 -37.49 16 t5 2 2 1 2.99 -4.82 47.62 R;:',' 2 1 ^ 40 -^ O2 - 37 49 2 3.02 -4.32 32.32 R� ^ 16 2 3 ,= 3.05 -3^82 18^66 R� 2 2 2 3 ~44 ^33 -37.O2 �S 2 4 .84 -3^5O 1O^56 RS 2 ^47 ^68 -35.41 !S 2 5 . 88 - . 3^O1 ^ -.31 o RS 2 4 5 �5O 1.O3 -32 63 �S ` 2 r 6 .91 -2.51 52 RS 2 ^ 54 i 38 ^ - ^ 28^70 S *~ 7 ^94 �2^O1 . �-9 -17^O8 RS 2 6 7� ^57 1^73 -23.61 . .60 2.09 -17.37 ACTIONS VERTICAL HORIZONTAL MOMENT ' (KIPS) (KIPS) (K -FT) LEFT COLUMN -6.5486 -8.8316 OOO - RIGHT COLUMN - . -1 1014 3 . 8359 ^ .O00 FRAME DESIGN PROGRAM DATE 02/15/81 START TIME 17HK 41MIN 15SEC PAGE 6 50 KSI RIGID FRAME RF 60:18 LL -12 WL=15 8AY=3O LEFT SIDE CONTROLLING STRESSES (KSI), . STfESS RATIOS AND LOAD COMBINATION NOS. \ (STRESSES ON THIS PAGE HAVE BEEN CHANGED BY THE COMBINAION LOAD FACTORS) FRAME SGMT. CS 1 CS 1 CS 1 CS 1 CS 1 CS 1 CS 1 CHECK SECT. 1 , 't 5 6 7 INNER FLANGE CHECK STRESS RATIO COMB' -3.967 .198 1L -9.260 - .509 1L, -15.196 .707 1L -19.204 .839 1L -22.000 "931 1L -23.989 .929 1L -25.420 .970 1R OUTER FLANGE CHECK STRESS RATIO COMB. -3.967 .198 1L -10.233 .371 3L -16.028 .580 3L -19.321 .700 3L -21.096 .764 3L 24.614 .820 1R 26.205 .874 1R WEB CS PLATE CHECK STRESS RATIO COMB. -7.257 .378 1L -4.910 .316 11- L-3.599 -3.599 .294 1L -2.795 .308 1L -2.266 .323 11- L -1.900 -1.9O0 .341 1L -1.635 .360 11- L CS 2 1 -21.896 .838 IR 25.544 .851 A -1.537 IL CS 2 , 21 -22.469 .856 1R' 26.172 .802 1R -1.421 .339 .348 11- LCS CS 2 3 -22.955 .873 1L 26.686 .890 1R -1.321 .357 1L CS 2 4 -23.366 .888 1L 27.104 .903 1R -1.235 .367 1L CS 2 5 -23.713 .897 IR, 27.441 .915 1R -1.160 -.378 11 - CS 2 6 -24.005 .910 1L 27.710 .924 1R -1.095 .389 1L CS 2 7 -24.250 .922 1L 27.920 .931 1R -1.037 .400 1L is 1 1 -25.585 .939 1L 27.303 .910 1L 2.482 1L IS 1 2 -24.062 .873 1R 25.681 .856 1R 2.579 .958 .849 1L is 1 3 -23.398 .841 1R 24.909 .830 1R 2.636 .730 1L is 1 4 -21.341 .765 1R -21.151 .766 3L 2.805 .643 1L is 1 5 -18.928 ^687 1R -21.814 .790 3L 3.040 .566 11 is 1 6 20.098 .670 3L -22.633 .820 3L 3.376 .497 - A is 1 7 20.861 .695 3L -23.672 .857 3L 3.874 .439 11- AS 2 1 25.139 .838 . 3L -24.568 3L it.. 19 2 2 -17.203 .623 3R 17.275 .890 .576 3R .5.423 3.830 .614 .515 A AS 2 3 -14.916 1.010 3R -15.380 .617 1L 2.579 .406 1L IS 2 4 -12.541 .870 3R -22.628 .877 1L 1.575 .287-- 1L AS 2 5 24.557 .819 1L -26.179 1.002 1L -.951 .199 31 AS 2 6 21.315 .844 1L -26.855 1.024 1L -.705 .167 - 31 AS 2 7 23.815 .794 1L -25.280 .965 1L .647 .173 - 3R FRAME SDESIGNDPROGRAM DATE 02/15/84 START TIME 17HR 41MIN 15SEC PAGE10 K 7 FRAME . V-60:18 LL -12 WL -15 0AY=30 LEFT * STRESSES (KSI), -MAY INCREASED BY 1/3 FOR WIND LOAD ILOADINGS =K,����������+** *SIDE *ALLOWABLE * .`vo FRAME CHECK AXIAL BENDING COMPRESSION WEB SGMT. SECT. COMPR. TENSION INNER FLG OUTER FLG SHEAR ' CS CS 1 1 1 20.046 30.000 28.660 27.618 19.194 CS 1 2 3 18.927 3..000 28^55^ 27^610 15^523 CS 1 4 17.903 30.000 28^^45 27^61» 12^235 CS 1 5 16.973 16.127 30.000 2834� 27^618 9^O84 CS 1 30.000 28^23� � 27^61e 7^011 6 16.763 30.000 30'^O0` 27^61" 5^574 :S 1 7 15.999 . . 3O OOO 30.00 0 ^ 27.618 ^ 4.537 �S 2 1 16.577 30.000 30.O00 27.618 4.537 is 2 2 16.198 30.000 29.920 27^618 4^O86 IS 2 3 15.834 30.000 29^759 27^618 3.698 ^698 16 2 4 15.487 30.000 29^583 27^ ^ ' 3^363 IS `S 2 5 |5^748 - ' ^ 3O^O0O 29^391 ^ � 27^618 3 O72 ' ^S 2 , 6 - ^ 15 416 ^ 3O 0OO 29 1v4 ^ "� ^bl8 �' �7.618 ^ 2 817 ' ^ � 15.098 30.000 28.962 27.618 2^592 is 1 1 14.567 30.000 28.702 27.618 2.592 is 1 2 15.193 30.000 29.208 27^618 3^O39 ' 21 3 15.448 30.000 29.64i 27^618 3^611 |S1 4 16.171 30.000 30^0OO 27^618 4^362 is 1 5 16.963 30.000 30'^0OO 27^618 5^375 IS 1 1 6 7 17.832 30.000 30000 27^618 6^786 .S 18.790 30.000 30i^000 27^618 8^834 S 2 1 18.227 30.000 27.618 27.618 8 834 / S 2 2 17.572 30.000 27.618 27^618 7^439 S S 2 2 3 16.960 30.000 14'^767 27^618 6^35Oz�� � 4 16.388 30.000 14407 27^618 51^484 S S 2 5 16.154 30.000 14^^O75 ��c 27^618 ,- 4784 z 2 6 15.641 30.000 13'768 27^618 4^2O9 S. 2 7 16.506 30.000 27.618 27^618 3^733 ~� _ ~ _ F�"'ME 1}[�lGN PROGRAM DA7E 02.'15184 START TIME 17HR 41MIN 15SEC PAG[ 9 50 KSI RIGID FRAME RF 60:18 LL=12 WL=15 BAYQO DEFLECTIONS AND ROTATIONS (POSITIVE DEFLECTIONS ARE DOWNWARD AND TO THE RIGHT) (POSITIVE ROT''TIONS ARE CLOCKWISE) (DIMENSION X IS FROM THE SHEET LINE AND Y IS FROM THE EXTERIOR COLUMN 04SE) POINT �X Y FRAME TYPE OF COMB, SIZE OF THE DEFLECTION OR ROTATION NO. (FT.) (FT.) SIDE MOVEMENT NO. ======.=====.==.==============.==== 1 2.63 16.50 LEFT HORIZON. 1 -.3076 INCHES OR -.307593+000 INC==== HES 2 2.6279 INCHES OR .262792+001 INCHE� 2 3O OO . n 18 95 LEFT HORIZON, 3 3^6083 l INCHES OR .360832+001 INCHES . .0000 INCHES OR .224030-005 INCHES 2 2.5664 INCHES OR .25�638+001 INCHES 3 2.63 . 16.50 RIGHT HORIZON 3 3^5621 INCHES OR .356207+001 INCHES . l .3076 INCHES OR .307594+000 INCHES 2 2.4519 INCHES OR .245190+001 INCHES 4 30.00 Q. p5 LEFT yERTIC'AL 3 3^4385 INCHES OR .343847+001 INCHES ` ' 1 3.4201 INCHES OR .342O14+001 INCHES ' 2 -.9742 INCHES OR -.974161+000 INCHES 5 1.02 . O0 LEFT ROTATION' 3 -^9353 INCHES OR -.935336+000 INCHES l -.5621 DEGREES OR -.981038-002 RADIANS 2 1.2139 DEGREES OR .211860-001 RADIANS 6 1.02 . OO RIGHT ROTATION 3 1^5726 DEGREES OR .274472-001 RADIANS l .5621 DEGREES OR .981039-002 RADIANS 2 .8567 DEGREES OR .149515-001 RADIANS 3 1.2219 DEGREES OR .213268-001 RADIANS 1AXIMUM DEFLECTIONS AND MINIMUM DEFLECTION RATIOS - kAX. HORIZ. DEFL. AT LEFT KNEE= 3.6083 IN., RATIO= � �4 9 OMB COMB, 3 ' !AX. HORIZ. DEFL. AT RIGHT KNEE= �. ., 3 4385 IN RATIO = ^ ' 57.6, COMB. 3 |AX. VERT. DEFL. OF 3.42O1 IN., ` RATIO= 203 .4, COMB 1 SPAN NO 1 lIN. VERT. DEFL. RATIO OF 203.4, DEFL.= 3.^2`1 IN.^ CO'B, 11S^-N 1 __ - IVE LOAD MAX. VER& DEFL. OF 2.5651 IN., RATIO= 271 1 � PAN NO " 1 � IVE LOAD MIN. VERT. DEFL. RATIO OF 271.1, DEFL.=-,2.�6�1IN., SPAN 1 �� � CCeco/Andersen Building Systems CECO r } , �r. gt ,�N � ly Y,��.. .. .. .. ,y �;:.p +1 1 fi t''' d � -"