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042-090-092
042-090-005 PEMIT#98-0152 )tEED, Ronald & Alice 42� Jordan's Place, Chico New Office/Stg/Com pp,4Z- 1-2/7/`B 042-090-005 04-2371 REED a7 Z05 ]ORDANS PL, CHICO Cont: LIGHTHOUSE- EEKTRK' a ADD NEW SERVICE METER Q\% 042-090-005 OQ-3011 RON R �. 1pS•a� 27 JORDAN' MCO COT>N `OFFICE/FA Y/WAREHOUS: REPAIR GARAGE CONT: x L.. a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP042371 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. ®moi Z Licens(e�Class : S. lib License Number. _ Dale: l ( '–O,t Contractor: L1C�cA OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt, from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for'the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and p6licy number are: Carder: Policy Issued Date: 08/11/2004 APN: 042-090-005-000 Site Address: 25 JORDANS PL CHI Map Index: Description: ADDING NEW SERVICE METER TO EX SERVICE Owner: REED RONALD A & ALICE D DBA RONALD A REED -ATTORNEY AT LAW 12 JORDANS PLACE CHICO, CA 95973 Applicant: REED RONALD A & ALICE D Contractor: LIGHTHOUSE ELECTRIC P.O. BOX 3537 CHICO CA 95927 530- 343-5349 License #: Architect: Engineer: Total Square Ft: Valuation: ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: S " f d o-14 Applicant, i b Q.!�!5AW WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 0 S. F. $0.00 f/J CONSTRUCTION LENDING AGENCY This permit Is hereby issued under 1 hereby affirm that there is a construction lending agency for the Reso utions. do work indlcatgd•al performance of the work for which this permit Is issued (Sec 3097 Civ.) �r� AAA�niii Address: I PERMIT EXPIRES ON vfm icable provisions of the Butte County Code and/or which fees have been paid. / / _ /� 0- � —C— Date: [ . C/ 7 / = /P Com" ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification fortes. I hereby certify that I have read this application, that the above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance official fofm or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pu ses. ----� r Print Name: \ feta n � If r° Cf Signature: Date: ❑ Owner )Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X For offs se only: CONTRACTOR OWNER Last Name firstC/✓,C� Address —u L City y \ e�b Ci StateG� Zip Phone -3 Z _ I - CI90 j Fax E-mail APPLICANT SIGNATURE X For offs se only: CONTRACTOR Name Address g `6 -� City ! IC C) State Zip 9 5 2 Phone , Ci Fax E-mail Fax LicL CI90 j APPLICANT SIGNATURE X For offs se only: ARCHITECT/ENGINEER Name Address n e >° rCity b � 2 State _7 Zip Phone Zip2� QZ Fax E-mail Fax State License Number APPLICANT SIGNATURE X For offs se only: APPLICANT NAME Name Cross Street n e >° Address b � 2 City GD State A Zip2� QZ Phone Lot # Fax E-mail APPLICANT SIGNATURE X For offs se only: Zoning Property Address .�' Flood Zone Cross Street SRA I Yes INo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 04/. �2 SP/ BP BIN # LOCATION API C Property Address .�' Cit Cross Street WORKER'S COMPENSATION Policy Number SLcr Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS 11 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: iVx6ose 'A -C." +D eKt c, h Sq. Footage D ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: _rp. Amount: 32-- 8 -S - Bldg SRA Receipt #: Sheriff SMTP Date: / , / U/ / Other L73'1 - Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to applyjor a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 vy2 o)7� OFFICE COPY Address" GAS Meter Byu- a e ELECTRIC Meter By Date- , MASONRY WALLS N _ E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Property) Gypsum Board 1st Layer 2nd Layer Walls Ceilin s i J COMMERCIAL 042-090-005 PERMIT#98-0152 REED, Ronald & Alice -z—IeJordan's Place, Chico New Office/Stg/Com /q 1 F -L4* A ire cv\ 32 OFFICE COPY Address } I GAS i Meter By q r-Lt(;TRIC Date^ ,"I Meter By Date I Meter By ELECTRI/ Meter By Date G i R42 �J=OK O = Not OK, - = Not Applicable ="Not Ready COMMERCIAL Date UND OOR Plans OK except It's ig /Z Zoni acks-Easemen ts-Flood-Slop -Soil R g., Main; Soils-Ufer Ground.-Ftg. Depth 1 Id Downs -Bolts -Straps -Embedment -Hair Pins oncrete-PSI-Cert-SP. insp.-Loc. '.ti Stemwalls, Main; Steel -Bloc kouts-Wrapped Steel -Wrapped -Wire Mesh 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except q's 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wir' -90°-Protected-Color Cod d ubfeed Wire Size / / g : Cu AI -A. .Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 DateCard B-1 Date MECHANICAL (Permit) OK except tf's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except »'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width-Headroom-Rise-Run-Landin -Fire Protection i 55. plywood on Roof Overhang -Attic Vents-)6fiqr Outriggers I 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing rea-Glass Protection -Skylights -Plastic -Fire Port. - 59. r Walls -Plywood-Nailing-Conn to Roo a 60. Insulation -Walls -Ceilings CIP1 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date QArd B-1 Date Card B-1 Date FIN (Plans) OK except If's 6 xt. Steps -Door & Sidelight Protection -Landings OV Ex' s -Size -Number -Placement 6 urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection IT -Placement -Test spended Ceiling-Seismic-Wires-Elec-Light & Mech. 6 .Tim & Subpanel; Breaker Sizes & Labels Rails 7 andicap-Door Levers -Fin. Floor Elec. Outlets at Wood Panel; Int. & Ext. -7e-Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. ove Floor-Mech. Protection 73hik., Elec. & Mech. Equip. Listed for Location 7 ulation-Foam-Looked in Attic 0 Yes 75JGuard Rails & Deck Construction -Post Caps 7 n. Vents & Crawl Hole Door -Drainage & Wood -Earth learance Looked under Floor O Yes 101 1 C,, 7 . Stucco; B n -Finish 78. .C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; PIbg.-Appliance- Fireplace. -Clearance to enings 89^ater Well; Disconnect, Electrical, Plumbing 81 terior Elec. Trim; G.F.I. Receptacle -Underground 8 . ff Si -Parking-Handicap s Protection 84correctipns from Previous Inspections 85. G est -Meters Tagged; Gas -Electric 86. Xer & Sewer Connected -C/O to Grade -HD Approval energy Compliance Certificate -Other Certificates Roofing Certificate -Fire Rating Date���ff f Card B-1 Date Card B-1 Date VV Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy time you visit the job site) COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r` Date , 7 v Inspector REV 10/92 COUNTY OF BUTTE " BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411.Main Street • Chico, CA • (530) 891-2751 7 CountyICenfer'Drive • Oroville, CA • (530) 538-7541 f Ede CORRECTION NOTICE OWNER PERMIT NO. r � A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice thi {office when correction of work is . completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r • r ,�.��p l f✓ /D Sr f �a, N Date Inspector REV 10142' r ...... .,»1.it.: .+..��: -,. - ...;,,i.�..,f;•-:r3..ct:.rti. �--�.�.`.-..^' r�i.'�.�- :'.l ..-.,ni.v1.•""` �-..::.L' y ;.,� '^;�1 :i 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 7 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the j above add ess and should be corrected. Please notice this office when correction of work is r �c complete . If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. c- 2° 46 S-eA Date 7 7� Inspector REV 10/92 . 'U r. .�u Date 7 7� Inspector REV 10/92 . 'U 4 - 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 0 18 -0/3 Z OWNER PERMIT NO. 0'V A routine inspectio indicates that the following violations of He county Ordinances exist at the above addressd should be corrected. Please notice t is office when correction of work is completed. ou have any questions pertaining to this tter. o Ir need additional explanation, please co act this office immediately. --Z ref )rlN/sw Cx til, '4"'l /) j'3/zdei%6 Date —22 REV 10/92 TO: FROM: DATE: RE: MEMORANDUM Butte County Development Services, Building Departme Karen M. Lockhart, R.E.H.S. II 4"M Public Health Department, Division of Environmental Health November 19, 1998 25 Jordans Place, Chico AP# 042-090-005 On August 6,'1998,1 requested that the building department place a hold on the final of any and all buildings on the above listed property due to non-compliance by the owners of the above mentioned property. Please be advised that the owners of the above noted property have now resolved the issues regarding the public water system. Therefore, I am now requesting that the hold I placed on the final of any and all buildings be removed. If you have any questions, please do not hesitate to contact me at 538-7282. Thank you. n. Ss Ila V4' t�� Av a ,�,: t,Y'+t','j•`i j .:i}iit.�I .i=i ;,'f �+;i4il 5,�;... 1.�. -SC 4�iiJ ,f, I'AU jKi �-Xiil I e; 'lot. sy ir 1 m no, CERTIFICATION, OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOTM ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 23243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 11�1*P�0 BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 _ Sc) i v ❑ P.O. 139) 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSjULAT MP TED, ' FLOORS ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL _ FIBERGLASS FIEFRGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. 'INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS C. k Y KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE -INS ATtaN CONTRACTOR Uk TITLE DATE. ` MANAGER SIGNATURE -GENERA ONTRACTOR TITLE DATE REMARKS: r SIC -303 ATTIC COPY - - - 08/,0 /98- 09:09 FAX 030 038 ..160 ..} .r DEPT. OF PUBLIC HEALTH UTTE4 C 0 UNTAF 111111, IlIq 18]R -OUNTY CENTER DRIVE OROVTLLE, CA 95965 530-538-7282 Fax: 530-538-2165 FAX,TPANSMISSION COVER SHEET Date: August 6, 1998 To: Building .Department Fax #: 89S-6512 { Re: Hold for Building Final/Certificate of Occupanci, From, wren M. Lockhart Z001/002 You should receive 2 page(s), including this cover sheet. If you do not receive all the pages, please call 530-538-7282. 4 Thanks Carl. vj 08406/98' 09:09 FAX 530 538 2165 DEPT. OF PUBLIC HEALTH Pict PA AtMV---9 Fkw r; -:n Atucn� a ` TO: Building Department FROM: Karen M. Lockhart Environmental Health Department SUBJECT: Sanitation Clearance ce -Ghirca- 042 -ORO -0-05 OLocation' AP# Plan Approved for: Sewage Disposal Water Supply: Public _ _ Private Well Clearance for dwelling. Other Hold final for: 10002/002 Final clearance O.K. for: NOTE: The owners of the above. listed property are not complying with the requirements of this department for the public water supply system. Therefore, I am requesting that the building department place a hold on the int.' of any and 11�'` all buildings on the above listed property. I will contact your department once compliance has been obtained. Th 0you. En iralth Specialist Date FROM: Karen M. Lockhart Environmental Health Department S� SUBJECT: Sanitation Clearance I Ronald Reed/Jordan Reed Jordans Place, Chico 042-090-005 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: See below Final clearance O.K. for: NOTE: The owners of the above listed property are not complying with the requirements of this department for the public water supply system. Therefore, I am requesting that the building departm6nt place a hold on the final of any and all buildings on the above listed property. I will contact your department once compliance has been obtained. R Th k you. R8 En ironm I H alth Specialist Date (-2 • �c COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 _ ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMBER 042-09-0-005 ZONING C-2 BUILDING PERMIT 0 OWNER RONALD AND ALICE REED TELEPHONE SO. FT. OCC. BUILDING VALUATION -3698 F1 118 336.00 OWNER'S MAILING ADDRESS 12 JORDANS PLACE, CHICO 1601 B 91',257.00 CONTRACTOR'S NAME OWNER TELEPHONE 701 S1 L2L 115,42.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 225 015.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 1,080.50 ARCHITECT OR ENGINEERS MAILING ADDRESS GREGORY A. PEITZ Plan Checking Fee $ BUILDING ADDRESS 29 JORDANS PLACE Energy Plan Checking Fee $ 702. 33 46.00 $ PERMIT FEE $ 1,848.83 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other OFFICE/STORAGE/OaMCIAL SPECIFY Each Trap 81 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New CXX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OFFICE, STORAGE AREA OFFICE - FACTIMY/ BgFFREW AGE 60M SQ F1 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 121.00 ELECTRICAL PERMIT Filing Fee 20.00 LESLEss9 Main Service '..A .R A 3 23.00 69 . QQ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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$ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 000A 200A TO Main Service 46.00so NEW CONST. DWELLING OCCUP. WEE CCU OR ADDNS. ( a ACC. BLDS. SO 3.52FT. ST NON -R SrID. CTI Ol! mET 22 @7.50.165. 00 8SIPOWENGLE R AOUTLEPPARATT UCIR. S Ex. Occup. OUTLET OR FIXTURES su @ 1.00 SAL. p .so Ex. Occup. OUTELETs RSIPPLNSD.OFR-A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 254.00 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 30.00 Cooling, QQ Hood 6.50 Ventilation 18. 00 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.) 30 1 certify that in the performance of the work for which this permit is issued, I shallV not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pzpvisions. -2 q p X &n- 1V Date --/-0-- Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" d8 p d demolition or construction of structures over 3 stories in height. ��(0 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 2,367.83 A D. FE IMP FLQQD X cDF PARCEL PD HD ISsuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMI PIRES O the applicable provisions Resolutions to do work been paid. Date ? G ��- Date Receipt No..7-% 2 J( 3 76?T,7 /r WHITE-D.D.S.-B.D. CANARY -ASS SS PINK -INSPECTOR GOLDENROD -APPLICANT • COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDII • 7 County Center Drive - Oroville, California 95965 - Telephone (916) 5 (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL Nu ER _ ZONING Z BUILDING PERMIT'q OWNER Ronald �� `�� Re K TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS i r ! 3 ♦ co 1 Zs CONTRACTOR'SE TELEPHONE ' 2 Z CONTRACTORS MAILING ADDRESS , CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation b ARCHITECT OR ENGINEER G Z. LICENSE NO. Filing Fee 20.00 Permit Fee b ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee b Z. 3 BUILDING ADDRESS w Gf/r� Energy Plan Checking Fee b ,00 b PERMIT FEE b ' IDT No. SUBONBpNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEgfSTRUCTURE SF ❑ Duplex ❑ Mobilehome p�/Otherj�j(i1GG� Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 IS.001 Each gas water heater or vent 15.00 TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ _ �-�j �� -- �Qc, I r(,� �U Gas piping system 1 - 5 outlets 15.00 ,00 —Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE b V I� ELECTRICAL PERMIT Filing Fee 20.00 E00V OR LES' Main Service Yo. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. owELUNo OCCUP, OR ADONS. ( 3 Acc..0CC so 3.5¢FT; NEW CONS MULTI -OUTLET NON -RE NS @7,50 00T • W POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. ourLETORPocruREs BAIL®' o Ex. Occup. OuurrEiE,,,SI',I)°ERIN 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = p�Cj 00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 4 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating z - '30,00 Cooling Z. S0,001 Hood 6.50 Ventilation,� PERMIT FEE b , 0'0 Mobile Home Installation Fee b Energy Inspection Fee b 14110.00 Occ �� 5� CONST. TYPE HAZ. .FEES TOTAL FEE $ MP FL000 COF PARCEL Po HD uE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON app Icable provisions Resolutions to do work been paid. Date DIN Receipt No. _ -70-7-SO WHITE.D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, -California 95065 - Telephone (916) 538-7541 PERMIT NO. ev.12/j96), A . APPLICATION AND PERMIT 57, ASSESS PARCEL NUMBER o Z --e, q ZONING BU I LD I NG P ER M IT OWNERd /� �I r� TELEPHONE SO. FT. OCC. BUILDING VALUATION n OWNER'S MAIUNG ADDji/LESS Z Joy^ AV --- CONTRACTOR'S NAME TELEPHONE 1r SA_ S(�• r 10 = CONTRACTORS "UNG ADDRESS Z 40.00 CONSTRUCTION LENDER ei. LENDER'S MAILING ADDRESS e Z Q 0 Total Valuation 5 ARCHITECT OR E ti (NEER r� ` LICENSE NO. Flin Fee 20.00 Permit Fee $ yeitz ARCHITECT OR ENGINEERS IU NG KESS Plan Checking Fee/ 711. 4' $ BUILDING ADDRESS , Energy Plan Checking Fee $ 0 PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARNL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PEc1FY Each Trap gl 7.00,5 4,00 Solar,or heat pump water heater 23.00 Water piping 15.00 is v o Ea"ch gas water heater or vent 15.00 S vp TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: C% A-- /Gas piping system 1. 5 outlets 'Building 15.00 1,540 sewer 1 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 2 CJ V—A) ELE RICAL PERMIT Fling Fee 20.00 Main S ice 2�00� oa LLPss 23.00 O LICENSED CONTRACTOR'S DECLARATION / I hereby affirm under penalty of perjury that I am licensed under provision of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and,'Profe sions Code, and my license is in full force and effect. r License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I em exempt fro/en tractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages acompensation, will do the work, and the structure is not intended or osale. ❑ I, as owner of the property, am exclusively contractingsed contractors to construct the project. ❑ 1 am exempt under Sec. Business ands Code for this reason WORKERS' COMPENSATION DECL ATION I hereby affirm under penalty of perjury one of the follow' g declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number -are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By Main Se 'ce 200A TO 1000A 46.00 NEW CONST. DWELLNG OCCUP. SO ( 3.50SO NEW CONT Mu�co� NON•RESID. 97.50 POWEp APPARATUS SINGLE OLmET CIR. Ex. Occup. G OR FIXTURES BAL x'.5500 EX. Occup.DFlx A p O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FIE S MECHANICAL PERMIT Fling Fee 20.00 Heating 2 , yS- C,6 Sv. Cooling /$• 30. Hood 6.50 Ventilation PERMIT FEE S c Mobile Home Installation Fee S Energy Inspection Fee 5 (, Occ CONST. TYPE NAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Pale) Receipt No. -2-1 / p . WHITE-D.D.S.-B.D. CANARY -ASS SS PINK -INSPECTOR GOLDENROD -APPLICANT 12-q 3P i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 6 c/ 2 - o v . O 5S Proposed guilding Use: Building Inspector: CDate: Z/-,? /9 e At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------- 7--------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. --------- ❑ 7. Stanient of Intent for Non -Heated and A/C Buildings. -------------- �. azzaardous Material Form. ----------------------------------------------- E❑ 9. Manufactured Home data and installation instructions including Tie Fees of AN - ---= Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- ❑ 13. Flood elevation certificate.---------------�------------------------------- ( anitation and plot plan approval!�„C c, Health Department. ❑ 15, City of Chico plumbing permit. Specifications. 11h198-1 1116. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ammng approval for (A) Use: (B) Parking: -------------------------- (9 k Contact Land Development about ❑ Improvements, O Drainage, ❑ Legal Parcel. A--&nA'-t---------- 4/2,7/1.q 5,&r ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. -- ------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, O Check to H.C.D $ - . --------------- 030. Other: ------ When you issue the permit, process as follows O Mail to owner, ❑Mail to contractor. ITelephone and hold for pickup at o ce. ❑ Deliver wiector. , r__, Applicant: � Date: Z_2_�� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: VJA A4 19 Plan Check List 2. Additional items required: t Contractor, designer, owner, was advised of the above required data by ❑ phone, Elm ❑ Building Division counter, by Date: ?1 Contractor, designer, owner, was advised of the above required data by ❑ phone, Wffi • -,0 Building Division counter, by Date: Z-09, Contractor, designer, owner, was advised of the above required data by ❑ phone, ail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the aboveuired�ato by 13 phone, 13 mail, ❑ Building Division counter, by Date: Plans reviewed by: Date:`{ y t iMans approved by: Date: Sets of plans oifhold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. �✓ J� E.H. USE ONLY Plot Plan Attache Floor Plan Attached *,V , `Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f2eed cToro%s A/. 4•Z a90-ao5 Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public x Private Well Clearance for Other Cl ap i•� der, Akl-,'e- 411,Pe AI -1,0417 . SfdY� Y GLia..� f� oYY'iGe. QYJ�✓/n4,/ G/�urrar.�e /,T,lirs° c� 3- ��-4� Hold final for: lryew �arovu/ �,• �/!Y. Jyea,�J�i, Final clearance O.K. for: NOTE: Environmental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER] _71-xt PROPOSED BUILDING USEc 1. BUILDING PERMIT FEES -- Balance Due ................ $.��-— -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ O)SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $ Units Q CO Commercial (sq.ft.)... (,=x $0.03 = $ ISO Sq. Ft. -�(�4 URBAN AREA FEES (paid at Building Division) ' i 'Residential (per unit) . x = $ A.P.# V-12- a?or 0t _5 DATES 2 ' REC # DATE REC #Units Amt. 14Q p I , 3(0 576.3($ Commercial (sq.ft.) .. x =$y3QX , 13 571• $7 �IL18•Z3 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (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 $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to ;issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT G( DATE .2_ Original -Owner Copy -Building Div. (Rev. 12/96) 1 :i ' 1 B. C.I. -1 ..............................................:::............::.::::.........:.:.::: ?^:?•iiiii:4:4:G:4iiiiiiiiiso:bili:?:?^�n:•i:w::i:4iiii:{4:v.iv?:: i':r::::: •: ••: ••:• ...... .::::...::.....r4 v:: n: ;{. x... .. v: i:v;•i... ........ r rr:. •.vvvv: ;::v. ..J?Mv.?v;trv':!{•ir•$:•.`•:4%F,.:•i:0}:• ni}} ri•i'l Yr::•: v•: v: JD :::fG:•i:4:•i:•i}}vvv .v::: •iii:•ilii:::::...::::::::.v::.v:::.v::::::v::::::::.:v:.v::::vv::::::::: w::::: v:::::.....: n.:....:: n...:: ;•...... r•iv::::: hy.v .i;•i .................. 1. Drainage: A. Thermalito Area 1.. Residential - $510.00 per living unit 2. Commercial - per schedule in Ordinance 3304 2. Recreation Districts: A. Chico Area Recreation and Park ' 1. Residential - $1189.00 per living unit. 2. Commercial - None. B. Durham Recreation and Park • 4 - 1. Residential - $1.04 per square foot. << 3. School Districts: A. All 1.. Residential - per schedule of each district: 2.. Commercial - per schedule of each district: 4. Sheriff: :. A. Entire unincorporated area f 1. Residential - $360.00 per each, single living unit: 2. Multiple - $252.00 per each living unit. 3. Commercial - $0.03 per square foot. 5. Street Improvements: A. Chico Urban Area 1. Residential: a)_ $1670.00 each single living; unit.. _per b) $1010.00 per .each multiple living, unit. P) ;•$755.00 per each mobilehome living unit. 2. Commercial. a) Retail = $2.20 per .square, foot. b) Office - $0.36 per square foot. : •t _ C) Industrial - $0.13 per square foot. d) Other - per schedule in Ordinance 3305. ; B. Thermalito Urban Area 1. Residential a) $595.00 per each single living unit. b) $355.00 per each multiple living unit. 2. Commercial a) $23,849.59 per acre developed.. b) $11,924.80 per acre - office. 3. Industrial a) $5,962.40 per acre - Light. b) . $1,192.48 per acre - Heavy. 6. State Responsibility Area fee of $89.00 for parcels located within the S.R.A. for. California Department of Forestry plan approval and inspection. Rev. 2/6/97 tl� k" A6 y //C i� /�►;^J e. •5' X.a.1:}- JjG=�;]�.lry. V 01 ze 4- -jg C'Ounw NO BUV(18 7-1 rp Inv Ah LP '0000- Environmental Health, MAR 3 1998 Chico, California. 4.. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form,per Building) . School District. C �� ( Building Department No. A.P. Number S Jurisdiction: City ^EX County Property Owner trio /) S�! e C J �f' ► \ C Property Location/Address �� A-0 f rl dc- (^C] Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial ing Department Addition (door Plans reviewed by Scnool uistnct Personnel) Identification No. 9205:v I (Street Address) Sq. Footage l(, (Including Exterior Roofed Areas) Az� Date School District certifies that (} /I =L (Applicant) (Phone Number) \ !CA o i (City) (State) c (Zip Code) has complied with the requirements of Resolution No. representing 000 square feet. School District Representative 65 00) 'Cf 6 by payment of $ �„ B 2926 $ ULL MITIGATION $ C 0 Date Paid by Check # Remarks: U 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 660201a), 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 ICEQA), 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) feeform.x)s (2i97)dmm I i / LAND DEVELOPMENT ((�� BUILDING / ENVIRC N NTAL HEALTH - PERMIT CLEARANCE Building Permit No. �`'� 0 I s a OWNERS A.P. NAME: Rov. (Zee.d NUMBER: 4L— Oqo — DOS PRINT LAST NAME FIRST ADDRESS / LOCATION: cJordi,.., Alace COUNTY ZONING '• ' DESIGNATION: FLOOD ZONE: FLOOD MAP: 'OOOB APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP .S. 454� IPA' -7/7- DEED INFORMATION: Sir c C A -c- rl ✓mac DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES 'NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO ' / COMMENTS/CONDITIONS: OPY-757 11 4pleo I/EIyuVT"S / ��� o s, • , P. , ,+V A16 X7 Soc�TioA/ Foie �J94ZAM66 Is eQU /2V IL-? ft lrAid 6&Q'P 513 4c�C S F12 -6F12 -61V1 F%� fUE bvTv�PiP �S 7Z . MAP INFORMATI N: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Paynmot to be madly to the Pllaorift DhdsAw. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed,on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation, fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school. impact mitigation fees_ X 18. A development impact fee for supe iff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. r _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate. mitigation measures. 21. 22. 23. 24. 25 26 A101N3Wd01300 4Mf1 311(18 A0 A1N600 8661 8 t 8VW C13AI333H LD 5/97 c:w." 1 %F 0WM. M Dev¢uM. cu+ BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved, without this completed form.) BUILDING PERMIT NUMBER / C/ ®/S APN Firm Name Add ress -e, Nature of Business Contact Person Phone # 5 T4 —c;13 Z / 1. D es your business or that of your tennants handle, store, or transport hazardous materials? WNO C3 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and -safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO 0 YES 891-2727 . If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-!J(*g$RJ) for a review of the project. 3. Is the business/facility/operation school site? K NO 0 YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO C3 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (S gnature) (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW - Env. Health 0 PINK - APCD 0 GOLDENROD - Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) p Firm Name Address BUILDING PERMIT NUMBER ®- APN Nature of Business Contact Person Phone #2-" 1. Does your business or that of your tennants handle, store, or transport hazardous materials? NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials", include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released: 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO 0 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916fftJM for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a•school or school site? NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu es, vapors, or other volatile compounds? NO 0 YES ' IF YES, contact the Butte County Air Pollution ontrol District (916-891-2882) for permit requirements. Owner or Authorized Company Representative a (Signaturel (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept •❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER " �`j� APN t�f�� 49 f9 a Nature of Business Z---ZI[ca/'J'LI/ c -f/ loyZ _-'ce ��— Contact Person �B 0e 10 Phone # -� S3 3� f 1. Does your business or that of your tennants handle, store, or transport hazardous materials? XQ NO El YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? X NO El YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-,VMx for a review of the project. 3. Is the business/facility/operation school site? NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? )NO C3 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit regpirements. Owner or Authorized Company Representative �- n ureJ (Date BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. R1ycG GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations For: AR �wY 4. l<n 71C *N0. C 21U3 N9 Pa.C61 LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 *,1.3 ft. * 14.5 * 1.0 = .0143 ksf-@ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. 1$01 Fj,o h f G ( u a. -.o , 7 C, 0 7 C 0-4 5 t CYv(L L( O /tea T = C8� � 59 C 2, Y 3) iso) - �. 3 Y )C 8" t�Z� • = ' S. 3 9 b7 s r f C Y l " 0V*0r�L(�H 0 V- �l� z`r (�o) — CZ -7 3,5Z/�� = pg-• -3 -ZC-6 cp zcireco � 2.S3pe- 6z - M C6) ��65(1 9 w Gly �5 / � s- = sT i _ y . • J I i C,.7--7) CI � Z/z� z. s 4f 3 n � I• IYU , d7 %.43 -0. A43 iz. Y7 i2 z�e-� y5y i 13 (Z - , d yS- 5/ _ , Z ce c A o /.jog L� l Ca 51�-Qlo C-� 7`�-� r s fci fd� f� °sp f�Q � •� c i I i r,: -- r- T - /D w v Cha/Z t 'ace o ga S-7 5i Lex 8 ey I J ALF, z gs I3.So) 'I �`�7 5�) I < r <s)C3fr)�LYa) A 5 = /-Z-I, C/O r 5'45 y i� 0'/-u y C� L 03, G �L D l,,-. fop, / v o o4 r) r a Z-4, o, 1Z INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISIONIOROVILLE FROM: DATE: ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �Ells J SEPTIC: WELL: AP#: (%`I- CJ �o~-®(i S� ADDRESS/LOCATION: 00Y — `F 3 Comments: U� �i� •�� GL/memos/releasehold MEMORANDUM TO: Butte County Development Services, Building Department FROM: Karen M. Lockhart, R.E.H.S. II(c "M -J oclh� Public Health Department, Division of Environmental Health DATE: November 19, 1998 RE: 25 Jordans Place, Chico AP# 042-090-005 On August 6, 1998, 1 requested that the building department place a hold on the final of any and all buildings on the above listed property due to non-compliance by the owners of the above mentioned property. Please be advised that the owners of the above noted property have now resolved the issues regarding the public water system. Therefore, I am now requesting that the hold I placed on the final of any and all buildings be removed. If you have any questions, please do not hesitate to contact me at 538-7282. Thank you. Nov 2 v 1998 BjU1iDN6 jN7'YD rslo N AWA V I'VE TO: f--Building-Department FROM: Karen M. Lockhart Environmental Health Department SUBJECT: Sanitation Clearance / Plot Plan Attached Floor Plan Attached Sent to B.D. nELAKo 8 (.. % R•n. • Reed/Jordan Reed JordansChico 042-090-005 Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: See below Final clearance O.K. for: NOTE: The owners of the above listed property are not complying with the, .requirements of this department for the public water supply system. Therefore,`I) am requesting that the building department place a hold on the final of any and 1 all buildings on the above listed property. I will contact your department once ; compliance has been obtained. Th k you. R8 En ironm I H alth Specialist Date • Martha Whitney Butte County Building Division 7 County Center Drive Oroville, CA 95965 RE: 98-0152 A.P. 042-090-005 Dear Ms. Whitney: RONALD A. REED ATTORNEY AT LAW 12 JORDAN'S PLACE CHICO, CA 95973 (916) 342-9321 7E�RED FEB 10 1998 BUTT':] COUNTY BUi DING DIVISION In regard to the new building on Jordan's Place and the occupants intended. There are three units in the building. The larger one consists of the offices in the center of the building and warehouse space of approximately 2500 square feet. The intended tenant for this space is Natural Fashions, Inc. A letter of intent is attached from Ms. Punnu Chopra. The second unit consists of two offices, a reception area, shelf storage area and vehicle and shop area. The intended tenant is Lighthouse Electric and a letter of intent is attached. The third unit is identified as storage 2 on the plan and is a space 26' by 40'. intend to use this as a shop and equipment storage for my property management and maintenance. Equipment such as lawn mowers, trimmers, and other tools would be kept in this unit. Additionally repair and maintenance of this equipment would be done in this unit. I have one part -time employee in addition to myself. If you need anything additional please let me know. Y�02m urs truly, (: a� L e Ronald A. Reed NATURAL FASHIONS, INC. February 9, 1998 Ronald A. Reed 12 Jordan's Place Chico, CA 95973 RE: Warehouse space on Jordan's Place. Dear Mr. Reed: This is in response to your request for information about our business and intended use of space in your new building on Jordan's Place. Natural Fashions, Inc. is an importer of woman's clothes. We sell our product wholesale to retailers through out the United States. We warehouse the products from our suppliers and send them to customers as orders are received. We intend to use the warehouse space for receiving, shipping, and storing clothing. The office space will be used for general office work in connection with our business. We presently have one employee as well as myself. This could increase to four employees in the future. We do not use or store any toxic or hazardous chemicals. If I can give you any additional information please let me know. Yours truly 9 �v Punnu AFa pa Naturaions, Inc. 26 JORDAN `S PL. STE. 500 • CHICO, CALIFORNIA • 95973 PHONE: (530)892-9145 9 FAX: (530) 892-9147 • .r Lighthouse Electric P.O. Box 3537 Chico, CA 95927 CCL # 708162 (530)343-5349 Ronald A. Reed 12 Jordan"s Place Chico, CA 95973 Dear Mr. Reed: This is a letter of intent as to the new building on Jordan's Place. I intend to occupy the mid-size unit for my electrical contracting business. I will use the warehouse area for storage of electrical supplies and equipment and the office for my business. I will not park or store any vehicles in this unit. I intend to have a maximum of one employee. I will not use or store any hazardous or toxic materials. YaD. J Dated: March 30, 1998 Amended COMMERCA-M PLAN CHECKING GUI (1994) U.B.C. OWNER: BUILDING PERMIT NUMBER: ` PLAN CHECKER:` A.P. NUMBER: A. GENERAL: 1 Zoning requirements, Planning approval. Valuation. Plans signed by an engineer or architect. ® Proper description or work on application. 5. Existing violations on property. 7. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Improvements or drainage, Land Development approval. B. PLOT PLAN. il! Complete parcel size and dimensions. 2. Setbacks, sidevards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc:' F.A.U. & F.A.S. road set back. Building or utilities across lot lines (Lot Merger). C OCCUPANCY REQUIREMENTS. Building use: iCe. - l j kOL94�- Occupancy Group: F1 I .S3 sI Type of Construction: JAI v Building floor area: (POOO OccupantLoad: Basic allowable floor area: $000 sq. ft. Total allowable floor area: Basis for increase: Ll '1 ncaa -e 1. Compliance with specific occupancy requirement. Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). JS Maximum height requirements (Section 506). 6. Draft stops (Section 1505). vVentilation and special hazards requirements (Section 3). Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). ® Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. Smoke detection system. ,14' C.D.F. or State Fire Marshal plan review. ,k4' Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). Q Physical Disability Requirements (Title 24). ,W Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof covering requirements (Section 1503). 2. Parapet walls (Section 709.4). ® Toilet room floors and walls (Section 807). Guardrails (Section 509). June 1997 3.4 I. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 5. Detailed typeSonstruction requirements. 6. Proper roof pitch for roof covering (Section 1507 & 1508). 7. Attic access and ventilation (Section 1505). 8. Roof drainage (Section 1506). 9. Skylights Section (2409 & 2603). 10. Stages and platforms (Section 405). 11. Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: Y. General Exit Requirements (Section 1001.4 & 1006.3). Number of exits, width and locations (Section 1003). Doors (Section 1004). /4! Corridors and exterior exit balconies (Section 1005). �5! Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). aisles and seating (Section 1014 & 1015). 4 r S 1 Exits for occupancy groups (Sections 1016 - 1019). /� e Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEO US REQUIREMENTS: 1. Masonry chimney (Section 3102). 2, Veneer (Section 1403). 3. Special Inspectionper U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f'c>2500psi). , 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: I. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719 P �� Leek 12" d -se pel it I T f (� � r7 14 olz'ocTo '00F> -e 5, R ve�0 12 1 7 C -L ((A cc �ti�2 se aOct.- v -e e -7C' -e, Pace d a,'.-2, 6f &"�I3G �6Z-/ wa�� k -t- a p"?f L/ 5 o, pp '/ i"q. 4 2. /v d-- lz p r �00 ��.. to `; rnav l�SQ G.1��/ G ice, ka v`P cl-/ or-� /ve S y b C4 1:5t,Cy 0 CL Ic-5 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E'. CHICO, CA 95926. (916) 890-5719 p l d t 4 0 s d 4 s f Ro w O w 1 e� �� Z L/ E"- 14 s f3,t4,n,, 4r. �,( /,,6, .. Av �,v4- w a/V`'` GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719 �oI\- I cck.kI -c 3�3 V � jt ✓ y d d 1- (0. -. Cc �c✓`2_ �c � C` q:� �j '' f' J (l G� S a col - 49L L110— GL-© C e' o!- �O 5 cl cC) p 1 March 25, 1998 Ron and Alice Reed 12 Jordan Place Chico, CA 95926 Re: Application and Permit Fee 98-0152 L A N D U r N A I U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations ( ] Red Marked Plans [ ] Other AP# 042-090-005 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Permit Applicant: Ron and Alice Reed Permit Number: '98-0152 Assessor Parcel Number: 042-090-055 Date: March 25, 1998 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please find enclosed a Hazardous Materials form for each tenant in new building. Business owner to fill out form and return before permit issuance. Provide a letter of intent from Lighthouse Electric. stating specifically that vehicles will not be parked inside structure. — cD�/-c-1- Energy clacs - Greg is handling this item. Conditioned area is 1601 for offices and unconditioned is 4399. Revise talcs. 4. As of today's date Land Development has not approved project. 5. As of today's date Health Department has not approved project. 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 Thursday. Martha Whitney cc: Greg Pietz, Architect Re: Application and Permit Fee With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ J Other Action Required: [XJ Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely; Martha Whitney �� -•_..... ount utte LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 AP# 042-090-005 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ J Other Action Required: [XJ Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely; Martha Whitney • Permit Applicant: Reed Assessor Parcel Number: 042-090-005 • Permit Number: 98-0152 Date: 2/17/98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: L. Building has been classified as FIB/S3. 1.1 Natural Fashions is a factory with office area over 25% of major use. A one hour occupancy separation is required .between the two occupancies. 1.2 Lighthouse Electric is an office, storage of equipment and vehicle storage. One hour occupancy separation is required between B/S1, and S3. 1.3 Third tenant space is classified as factory - maintenance and repair area - the occupancy it most nearly resembles. One -house occupancy separation is required between S3, S1 and Fl. While storage is part of occupancies the major use is as defined above. Provide one -house construction assemblies. 2. Bulk clothing storage will require floor plan showing rack layout. 3. Exit is required from S3 occupancy directly to exterior of building. Exit may not pass through store room. Doors to restrooms may not enter into 48" clear space in front of toilets. 5. Energy calcs: 5.1 Why is insulation on plan listed as "optional"? L � 5.2 Square footage of conditioned and unconditioned areas do not match plan. Please show conditioned and unconditioned areas directly on plans. 5.3 Provide location of hot water..heater. . � Fire assembly would be required between -conditioned and unconditioned spaced_, not solid wood door.. N o Truss Calcs: How is continuous support provided under Trusses V-1, V-2, V-3 & V-4? Provide 35 square feet of openable window area in S3 occupancy. Over head doors may not be used for ventilation or provide mechanical ventilation system. 8. Show location of required draft stop in attic. Plan is in line-up for structural review. If you wish to discuss any requirements, you may contact me at (53 0) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Thursday. Martha Whitney cc: Greg Pietz, Architect 1907 Mangrove Ave. Suite E Chico, CA 95926 ;� Ronald and Alice Reed 12 Jordan's Place Chico, CA 95926 Re: 98-0152 L A N D O F N AT U RA L W EA L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 February 4, 1998 A.P.# 042-09-0-005 With reference to the above subject, attached is: [xi Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON r, permit Applicant RONALD AND ALICE REED Assessor parcel Number. 042-09-0-005 pert Number. 98-0152 Date: 2/4/98 De above referenced building . plans were reviewed by this office. Provide addtional infornurtlon and/or make revisions to plains, specij%adons and calcula dons as follows: Before plan check can proceed, please supply the following.information. 1. How many tenants will occupy this building. r 2.'. Supply a letter of intent for specific use of all areas of building _directly from tenant(s) ie: What equipment is stored in equipment storage?; shelf storage, etc., business name and nature of business. 3. Number of employees (total workplace including owners working on site). If you wish to &scuss any requirements, you may contact me at (916)- 538-7541 between 1: 00 P.M. and 4: 00 P.M., Monday through Thursday. LINDA SEXTON .. tponS s Tayow �o 1�zz i. i� iJ I 3J i' tl RESIDENTIAL :042-090-005 00-3011 REED, RON �7 WJORDAN'S PLACE CHICO CONTR: Z NEW COMMERCIAL Ir i. Stoc� tow off7 d" SPECIAL CONDITIONS CHECKED BY'' SRA FLOOD CERTIFICA E REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER op!d Aria/ r t' OFFICE COPY Address /� GAS0O Datei 'e' Meter BY vj ELECTRIC pate Meter BY JOB FINALED (Date) O / Signature /li✓✓� ,t (f4j1i - T ib RESIDENTIAL :042-090-005 00-3011 REED, RON �7 WJORDAN'S PLACE CHICO CONTR: Z NEW COMMERCIAL Ir i. Stoc� tow off7 d" SPECIAL CONDITIONS CHECKED BY'' SRA FLOOD CERTIFICA E REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER op!d Aria/ r t' OFFICE COPY Address /� GAS0O Datei 'e' Meter BY vj ELECTRIC pate Meter BY JOB FINALED (Date) O / Signature /li✓✓� ,t i ,1 RESIDENTIAL :042-090-005 00-3011 REED, RON �7 WJORDAN'S PLACE CHICO CONTR: Z NEW COMMERCIAL Ir i. Stoc� tow off7 d" SPECIAL CONDITIONS CHECKED BY'' SRA FLOOD CERTIFICA E REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER op!d Aria/ r t' OFFICE COPY Address /� GAS0O Datei 'e' Meter BY vj ELECTRIC pate Meter BY JOB FINALED (Date) O / Signature /li✓✓� V=OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK ,r - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date derfloor (Plans) OK except #'s ,ng -Setbacks -Easements- ood-Slope tg., Main; Soils-Elec. Gr .-/%y/" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., orches & Decks; Soils -Steel-/ P' Ftg. Depth t. mwalls, Main; Steel-Blockouts-Wrapped SILPmwalls, Garage; Steel-Blockouts-Wrapped I / _ 6w0V1d Downs and Special Anchors I -Wrapped f 8. Pi/s-Fireplace Ftg.-Steel I./6.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF4as Pipe; Size Anchors - Yard Gas Piping; Size Test 1lVfVater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date n Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s JINVater Ht .;Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection •P9 -Shower Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access . Gas Pipe; Sixe & Anchors Date , ZO,01 '� , Card B-1 Dale Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water ie-. Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Siz ga.&, AI-A.C. Wire Sizey—jj Size—ga Cu or At $tT Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral U Yes 0 No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Dat , C, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date CHANICAL (Permit) OK except #'s C. Ducts Insulation & Support 3 V nt Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet V. Attic Access & Platform if Furnace in Attic Date , ,0% R, • Card B-1 Date Card B-1 Date' Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound -02— Bearing Walls over Girders & Floor Nailing 44— Draft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors Wf , Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -@TXdrm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing P operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 44- Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection \ 3e.' Plywood on Roof Overhang -Attic Vents -Rafter Outriggers in g Veneer tucca Mes -Drip Screed -Fd. Vents-Underflr. Access i q Area -Glass Protection -Skylights -Plastic r,+01 59. Kear Walls; Nailing)Bolts race Interior/Exterior Wall Panels . Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Dat , , Q Card B-1 4 Date Card B-1 Date Cald B-1 Date Card B-1 Date FINAL (Plans) OK except #'s IlK At. Steps -Door & Sidelight Protection -Landings 6 oke Detector Furnace Vents -clearance -Comb. Air -Connector - Garage; Above Floor-Ducts-Mech. Protection Broom Exiting fi<f'F.I. & Bath Fixtures & Tub Access -Spa 5Jec. Trim & Subpanel, Breaker Sizes & Labels irs & Rails 0. Fir lace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. t. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter rage Fire Door; Swing -Landing -Closure ct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection 7 Elec. & Mech. Equip. Listed for Location 7 ec. Receptacles in Garage (F.F.I.)-Ramex Protection Foam -Looked in Attic 86' 96ard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under Floor O Yes EFAiffowinq Insild./Drive J Yes J No/Walks J Yes J No/Planters :1 Yes J No 82' S cco Brown -Finish 84-'A.C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings •--BQWater Well, Disconnect, Electrical, Plumbing terior Elec. Trim, G.F.I. Receptacle -Underground V ntilation Throughout House 80Z plass Protection 9 rrections from Previous Inspections 91 Gas Test -Meters Tagged, Gas -Electric 92/Water & Sewer Connected -C/O to Grade -HD Approval 93. nergy Compliance Certificate -Other Certificates 94/ Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Djive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE R �d PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the abovea ress and should be corrected. Please notice this office when correction of work is comp ed. If you have any questions pertaining to this matter, or need additional explanation, ple a contact this office immediately. r COUNTY OF BUTTE BUILDING.DIVISION <.�. DEPARTMENT"OF DEVELOPMENT"SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Reel Oo -.3 0 I/ OWNER PERMIT NO. A routine inspection indicates that the following'violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is comp.lete If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. Q Date b r Inspector REV 10/9 J ' " 3 ..... _ ; . ............ . =COUNTY OF BUTTE-'-"'A`-"A AA. ::i, .f=_-, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE .__. A ;-- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address nd should be corrected. Please notice this office when correction of work is completed. I ou have any questions pertaining to this matter, or need additional explanation, please co Act this office immediately. Ise, a 4 .4 h Date 20 1 Inspector. REV 10/92 (Rev. 12/96) COUNTY. OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califorriia 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT �n `� � t ASSESSOR PARCEL NUMBER -042-090-005 ZONING C-2 BU I LDI NG P ERM IT OWNER:,TELEPHONE RED342-9321 SO. FT. OCC. BUILDING VALUATION 200 C 2600.00 OWNERS MAILING ADDREESSSS 12 JORDAN'S PLACE, CHICO CA 94973 1368 B+ 77,976.00 CONTRACTORS NAME ME` OWNER TELEPHONE 1261 S1 27 742.00 2608 F1 83 456.00 CONTRACTORS MAILING ADDRESS 1328 S3 54 448.00 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total valuation is 246 222.00 ARCHITECT OR ENGINEER GREGORY PEITZ LICENSE NO. Filing Fee $ 200 Permit Fee $ 1154.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 383 RIO LINDO AVE. CHICO CA 95926 Plan Checking Fee $ 750.10 BUILDINGADDRESSr JORDAN'S PLACE Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 1970.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL - SPECIFY Each Trap 141 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 00 Each gas water heater or vent 15.00 TYPE OF WORK New ■ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COMMERCIAL OFFICE AND FACTORY, WAREHOUSE, REPAIR GARAGE Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00 Mobile Home I S I G I WF_ @20.00 PERMIT FEE $ 161-00 ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPUS License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Jr- 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 zooA TO L000A 46.00 /a NEW CONST. DW ."NG occUP. OR ( 3.5Qso COONS naiuL�TCou�nES. NON•RESID. @7.50 50 8 SINGLER AOUILErPARATCIR. .202 EX. Occup. OUTLET OR FIXTURES .00 SAL @ L, 0 Ex. Occup. O EEDTs Ao .°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE $ 268.50 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 5 1 15.00 75.00 Cooling 6 15.00 90.00 Hood 6.50 f Ventilation 5 4.50 22.50 MECH VENT 1 6.50 6.50 PERMIT FEt S 214.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAz. compensation laws of California, and agree that if I should become subject to theX workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those visions. Date �� ' Z l - a r% Signature of Applicant - WOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or cstruction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 FThis CONST. TYPE 1 VU T T FEE $ 2661.60 D IMP FLOOD COF PARCEL PD HD SSU X X X ermitis here y issued under the applicable provisions of the Butte County ode and/or Resolutions to do work indica bove for w ich fees have been paid. By Date ©� PERMIT EXPIRES ON 2 Zai O7/ Defe ReceiptNo. 309339 $835. WHITE-D.D.S.-B.D. CANARY-ASSE OR PINK -I E T GOLDEN -APPLICANT 14 ? COUNTY OF BUTTE - DEPARTMENT OFtWnla- MENT SERVICES - BUILIANG DIVISION .7 Cc�nty Center Drive • Oroville, G tor95965 • Telephone (530) 538-7541 PERMIT NO. ,.12,96) APPLICATION AND PERMIT a--59 1/ -sn ru►eeao o ^ ©QS ZONNO/JL-,z, BUILDING PERMIT areaN�s SO. FT, OCC. BUILDING VALUATION as T[L81gN! 17 !n J S ! 2 7NrRAcTOR7 MALJNO ADORESL PERMIT FEE - 5 Main Service ( - 0 .0ONSTCrM iM1MWER Aw Main Service ( 20" TO 1000A ) WW CONST. Fireplace OR ADONS. ( ♦ ACC. BIDS. ) ENDER'S MuUNO AWREss Total Valuation b RCNITECT ENGINEERje--+ rpA— LICENSE NO. Filing Fee S 20.00 Permit Fee b Oa Rc rrTECT n- ADORESL g. _ (q7 a Plan CheckingFee b uiu)MADORES !S Energy Plan Checking Fee b PERMIT FEE = I AT NO. 6106113 gum PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1qj 7.00 00 USEOFSTRUCTURE 3F ❑ Duplex ❑ Mobilehome O Other sveclFv Solar or heat pump water heater 23.00 Water piping 15.00 6, 0 Each as water heater or vent 15.00 TYPE OF WORK A'h New IJP Addition ❑ Remodel ❑ Utilities 0 Installation ❑ Other ❑ V Describe Work: Gas piping system 1 - 5 outlets 15.00/5.00 Building sewer 15.00 IS.00 Mobile Home I S I G I W T920.00 *PERMIT FEE PAID $ SRA -' $ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $ *RECEIPT NUMBER * TO BE PUT'INTO COMPUTER r - Flln Fee 20.00 23.00 46.00W47 EX. OCCU p. OU11Er OR FWTVRES PERMIT FEE ELECTRICAL PERMIT Main Service ( OOOV 00 LIES ) 23.00 x.OR LESS Main Service ( 20" TO 1000A ) WW CONST. DWELLM OCCUR OR ADONS. ( ♦ ACC. BIDS. ) r - Flln Fee 20.00 23.00 46.00W47 EX. OCCU p. OU11Er OR FWTVRES 811E i ._60 FWED APPINS. OR Ex. Occup. OUTLETS ESID. EA 5.00 Tempo aService 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 15 (-Q . --D U MECHANICAL PERMIT I Fling Feel 20.00 Hood I I 6.50 K /j PERMIT FEI_ b ` QV Mobile Home Installation Fee b Enerov Inspection Fee "(..on This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVE& PMENT SERVICES - BUIL � ING DIVISION. 7 County Center Drive - Oroville, Cak6rnT'-95965 - Telephone (530)38-7541 PERMIT NO. (Rev. 12/96) APPLICKrION AND PERMIT DD-- 3 O t ASSESSORPARCEL1MMaER n 9 ('�.,- �S `/ `— m"Ne�1 - 200 COV ILDING P M T 6.00 otivNa TEIEPNONe SO. FT.OCC. BUILDING VALUATION 3 ow MosNo AD S i .� CONTRACTOR'S NAW. T&WHONE f 12 2, S , 00 CONTRACTORS MODUNo ADDRESS CONSTRUCTION LENDER Fireplace LIMUrS MAIUNO ADDRESS Total Valuation E MCNrtECT OR ENOINEEA re LICENSE NO. Flin Fee S 20.00 Permit Fee E r AACWMCTg �y ta A6 ' s I �� Plan Checking Fee b BUIDMADDRESs Energy Plan Checking Fee b $ S PERMIT FEE = v LOT NO. SUBDIVISKMISMUZ CEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other OfY) Alyu lr 0a Solar or heat pump water heater 23.00 Water piping 15.00 5 Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Building sewer 15.00 S v 0 Describe Work: Mobile Home ISI GI W1 020.00 PERMIT FEE $ / ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 20" OR LESS Main Service Boa► To 1000A 46.00 , OC NEW CONST. OWELLINO OCCUP. s0 P OR ADDNS. i ACC. BU>S. 3.50FT. �O Q/e! NOKRE310. MULTFO�JiLET �i0 7.50 F�,� POWER APPARATUS SINGLE OUTLET CIA. J (lJOUTLET OR iDfTVRES 200 1.00 EX. OCCU BAL .so OnDI OR Ex. Occup.OUTLETS 61D. EA S.00 -Temporary Service 23.00 Mobile Home Facilities 20.00. 9 Wisc. Wiring 23.00 2 •SO PERMIT FEE S *PERMIT FEE PAID $ �, I S Heating PERMIT Fling Fee 20.00 X 50,000 N 6AND 5 A S O 6607 SRA $ Cooling J Hood 6.50 SHERIFF $ ventilation 0=6S� Z OTHER $ $ PERMIT FEt? S Mobile Home Installation Fee S $ Energy Inspection Fee S00 Fj oc SIV -T' - TAL FEE S AMOUNT RECEIVED $ FE WIP,"°°° COUP"' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NUMBER Indicated above for which tees have been paid. �� * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON #%:tiP _''l, i. 5 -.»%•: •,;K' � }�. 96 �4. d•s 5JA4f� t -:`,sy,.: t,.�sk k, .,rS h �' r'�; S 1:1, F1, e.. -ih• ..,� - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: KoASSESSOR PARCEL ER: S p Proposed Building Use: b Building Inspector: ate: * pPaj At time of permit application, I was advised the following data must be ' ed prior to permit p cess g and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- — ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ . Statement of Intent for Non- ated and A/C Bui Hazardous Material Form. ---'e -- --• Manufactured Home data and installation instruc Fees of $-----J9-Z: Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. loud elevation certificate. -------- *S' ----------------------- =----• _ Sanitation and plot plan approval Health ❑ 1 .City of Chico plumbing permit. ------------------------- Tie Down 1► Enlist, ❑ 6. Plot plan and business license approval from the City of Biggs. --------------------- --- - -------- v U-PIfI i v� j 7•. Planning approval for (A) Use: (B) Parr g: I'8. Contact Land Development about Z,mprovements, Drainage, Kegal Parcel.----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). 01 E] 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1322. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1:126. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. 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 pe .t, process as follows ❑Mail to owner, ❑Mail to contractor. g►Telephone �11- 3R and hold for picku at office. 11 Deliver with inspector. 2-MLXT ev! J2/�%/O/ P f� � � ,p 01�^ � Q Applicanaoca'f, " U 6&`u Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmen = ❑ Qther: Date: By: 1. Index permit application for the above items numbered: �Al . n , % ( ix /z —Z.l —Oc7 ❑ Plan Check List 2. Additional items requi4-- Contractor, design own as advised of the above required data by phone, ❑ mail, ❑ Building bivision counter, byO, Date: 0/ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, b 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 data by ❑ phone, ❑ mail, ❑ Btiil ision counter, by Date: Plans reviewed by: _ ' mm) Date: 11-13-00 Plans approved by: Date: 3-20 -01 Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: E.M. USE ONLY Plot Plan Attached Floor Plan Attached es Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 'lee-elol es J�OrO4":S- P/. 066, - Owner Location AP# Plan Approved for: Sewage Disposal _,>< Water Supply: Public Private Well Clearance for dult/e!lliOther a let--, 0J-1 4-//i el -,17.17a G� ,'� c-�✓ro✓�o� T� � � �i'iae� ,Hold final for: S,--,07',e- Final ppf w �',ro�.�, f� ✓f/ec✓i�% �w /,� r,�„ne�,ao� Final clearance O.K. for: NOTE: G/PG.�rs�ce is Oo doha T/�✓%�. ,E��isPi%� �io.�a�� 7%je f,7�e o� �p/.� o:��/mss AM,(, Environmental Health Specialist 8/96 cz�is'7Z 2 -Lou% Date i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES p i�- , --Balance Due ........................................................ $ o Z�` `1� --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ AOL--Revised Plan Checking Fee...............,.. .................. $ SCHOOL DISTRICT FEES �2 \ ( CD Jk(paid at District Office) — 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... 65 ao x Sq. ft. 44'*\4'_ URBAN AREA FEES Residential ...........-Ak $0.03 = $ P5 _ $ &7$ q7 'ZjOtglftx , 29A-- 318. I(0 5. RECREATION DISTRICT FEES 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 nil A.P. # :� _( ej DATE Obtim RECEIPT # DATE REC. M6 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 12_2f- P 1 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 40f N Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest . opportunity to * avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[X] NO[ ]. 2. I HAVE [)(1 HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide, -the ' proposed construction: NAME: ADDRESS: CITY: r. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person' to coordinate, supervise, and provide the major work: NAME: .s. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..persons to provide the work indicated: . NAMEL / ADDRESS PHONE TYPE OF`WORK /z J ryh %1 Pfoe e SIGNED: PROPERTY OWNER: SOCIAL SECURITY.. NUMBER: / DATE: l 2 Z r O d NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. x This verification must be completed and returned to our office 'before we are permitted to issue the permit. Dear Property Owner: .I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. ' For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be "signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. " Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection:. ` 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workerscompensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be ficial risks*for*you if you do not carry out these obligations,"and.these risks+are financial especially serious with respect to worker's compensation insurance. z 0 For more specific information about your obligations under Federal Law, contract the Interi A Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information'about your obligations under State Law, contact the Department of Benefit Payments and the Division'of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors � are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. t . frI, A frequent practice of unlicensed persons professing to be contractors is to secure an ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own laboi and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned lie ly,el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and SafetyCode. January 29, 2001 Ron Reed 12 Jordan's Place Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-090-005 Building Permit Number: 00-3011 This office reviewed building plans for the permit application referenced above. The plan's examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. 0. K. 2. 0. K. O.K. If office area is ever rented out separately from the storage area, an additional restroom will be required inside office occupancy. 4. 0. K. Mechanical ventilation required for the S3 occupancy, as shown on the plans, does not meet building code requirements. In addition, a 3068 opening has been provided in this occupancy, for ventilation purposes, I suppose but the effect of this opening in a heated space will be that you are sending heated and/or cooled air directly out of the building. Vents provided for mechanical ventilation and the system provided for ventilation, ust-be-interconnected-with the lighting system to operate any time the building-is-occ p e�Ven ilation-m st4be taken ato_ r a floro5 level tobe-effective � in this occupancy. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX f . O.K. See mechanical code for requirements for water heater in an attic area. 7. O.K. WManufacturer's specifications for evaporative coolers do not meet units modeled in the calculations. Manufactures's specifications of heating and cooling units do not match those modeled in the calculations and the water heater does not match the water heater modeled in the energy calculations. Plan review response form indicates that the energy consultant was to send a letter regarding questions about calculations and plans. No such letter was received with the resubmittal. 10. Change to office area O.K. lel` Number of laminar shown in the energy calcs does not match the number of luminaries shown on the electrical plan. In addition, the occupancies shown on the plans and the energy calculations are not compatible. Energy calcs should reflect tenant space's correct usage, one industrial storage, the shops are general commercial and industrial work. Only one of these tenant spaces is a warehouse and others may not be modeled as warehouses. Do calculations take into account the 3068 louvered opening at the rear of the building? Glazing area is shown on the west elevation in the energy calcs but not on the plans? Is glazing area missing from the plans? Glazing area shown in the calculations do not match the plans. Split heating and air conditioning systems are modeled in the calcs but are not provided in each unit. 12. O.K. 13. O.K. 14. Plans have been sent 15. O.K. Plan will be noted that this space is for construction of plargonly and that space will not be used as an airplane hanger as defined by the Uniform Building Code and the National Electric Code. 17.O.K. Plan check will continue u• receipt of all of the above items. AddlRonal 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. \_M -H 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. Contact Land Development Department of Public Works for requirements and approval of project. 3. Chico Area Urban fees are $1056.63. 4. Pay Sheriffs Fee of $196.69 5. Contact Environmental Health for clearance of project. Sincerely, A Martha itney Plans it cc: Greg Pietz • r� LAN REVIEW RESPON FORM In odder w expedite the review of Yr plans, please complete the following infom=n and return this form with your m.� . g this foim is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Tam must ba v response to every item requested in our plan correction letter. "By others'' is not considered a valid response. please indicate y response to each item and the location where the information can be found on the plans/calp `- -- ---- - - - - - 9-0 Ai P -, E-61;4 / - 2 G� - Z CD O j ASSESSORS PARCEL NUMBER PERMIT NUMBER c> ¢2- -• 09D — oD RESPONSE FOR PLAN CHECK LETTER DATED:Ljr IV PLAN CHECK ITEM # #-I RESPONSE BY: 13U.TTe Gout4jlLOCATION BUILDING DIVISION S` 1 ON PLANS/CALCS: COMMENTS: dl�. 0WAJ9--Y. S7-A-r-gr-� I-64 7 4 S 6 F�O V- P (- N OTrL. N �!�% S k l D HrC-N S C> /STI -1 vv V Al 1-r- 41- ¢- I M-" 14 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: S 6 F�O V- P (- N OTrL. N �!�% S k l D HrC-N S C> /STI -1 vv V Al 1-r- 41- ¢- I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: cc-> PI / h -C-I:-5 I S P S 6 F�O V- P (- N OTrL. N �!�% S k l D HrC-N S C> /STI -1 vv V Al 1-r- 41- ¢- I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 1-9- +• S /LM C- T' Z COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: SSS s 4, 1vl 5 Com,.'` �tt- z _ COMMENTS: 435-f— 50 / 1_ � g -j �� T�L-d�I—/ l� %L C`i�1ZI�I,6Aj/ w c AJO-r ZL�10 Vi ✓ T- lC,rs� 11 1` r FOR PLAN CHECK PLAN CHECK REM N RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /V 60 — �1=� c�L1�tiC, pt-AA"Aj C- v ry / T' Ae 5 ` CA LC S l�l�k7' ►Z rTc�� 70 ,-T-r-I'D a 1n) T. /clic PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: e_ - COMMENTS: COMMENTS: �j b 1 CT 6EC-7r4/e"OVL /V 60 — �1=� c�L1�tiC, pt-AA"Aj C- v ry / T' Ae 5 COMMENTS: '•�-' �'I i _ j Pr= c -S PLAN CHECK ITEM # Jy�-9 RESPONSE BY: �K m L LOCATION ON PLANS/CALCS: COMMENTS: 6 5N PLAN CHECK RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK CHECK REM # COMMENTS: '•�-' �'I i _ j Pr= c -S -qG ci�Jl.(r�Gc64 , PLAN CHECK RESPONSE BY: C1 COMMENTS t� :.� ' �; C. - L1 11' J f�2i- �� 9 fr' PLAN CHECK REM # -� "2— LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: S • _-r��-' v rJ RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK CHECK REM # LENTS: -qG LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: S • _-r��-' v rJ RESPONSE BY: LOCATION ON PLANS/CALCS: OAN REVIEW RESPONSV#ORM In order, to expedite the review of your plans please complete the following information and return this form with your re -submittal. ; '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 vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo,, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL puwc S PARCEL NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: YtKMII NUMUtK PLAN CHECK ITEM # / RESPONSE BY: sig C- LOCATION ON PLANS/CALCS: COMJMENTS: U U PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: O T� .C)0 PC P PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: t(fn> COMMENTS:r - 1V12'�_: SPP cL, _5. ECJ ,.,0 A AW v _ -fin 11 1,7,,, -- m -e o t3 itiM cA /ix A,fx OOa W I -,V PLAN C f*17 ITEM # iflmsm�0'50011A� 91 RESPONSE BY: 6OMM rry i December 28, 2000 Ron Reed 12 Jordan's Place Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-090-005 Building Permit Number: 00-3011 This office reviewed building plans for the permit application referenced above. The plan's 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: Enclosed are hazardous Material Statements for each tenant space. Please have these filled out and signed by the various tenants. . Provide a letter from each tenant which includes a description of the business and the processes involved with the specific business. In the workshop occupancies please have them include a statement as to whether or not there will be use of any welding equipment or open flame. Letters are also to include number of persons who will be working in each tenant space including the proprietor of the business. Required restroom facilities are based on an occupant load determined by square footage of each tenant space. Provide an additional restroom n in Suite D (B occupancy). (Noted male and female). Storage space in Suite D has not been provided with an exit directly to the exterior and has been determined by this department to be a part of the B occupancy. As such, it will be subject to the requirements of the B occupancy including fees. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 5. Provide mechanical ventilation for all S3 and S5 occupancies. An airplane fabrication shop, an electrical contractor shop and possibly the antique bike shop (is this motor bike or strictly pedal power?) Provide manufactures' specifications for the unit, calculations for required ventilation and show venting area directly on the plans. Trusses have not been sized for mechanical loads in the attic for either the water heater or for the heating units and the forced air system. A letter from the truss fabricator states specifically that the approval is for residential units only. Size each affected truss or provide a new letter from the manufacturer's engineer regarding commercial use. /7! Provide all requirements on the plans from the Mechanical Code for the units located in the attic. Provide attic access in each tenant space. Show location directly on the plans. /8: Provide size of all exit doors. Are they 3070 or 3068? V Provide manufactures specifications for all heating and cooling units used in the various tenant spaces. What is the minimum efficiency of the evaporative coolers per Table 9.13 of the non- residential energy manual? Do the units being installed meet the minimum efficiency standards? 0 Storage space in office occupancy is considered indirectly conditioned space and must meet the requirements of the energy code. 5 Number of laminar shown in the energy calcs does not match the number of luminaries shown on the electrical plan. In addition, the occupancies shown on the plans and the energy calculations are not compatible. Energy calcs should reflect tenant space's correct usage, one industrial storage, the shops are general commercial and industrial work. Undefined zone is, in fact, indirectly conditioned space and square footage is 535, not 518 as shown in calcs. This space is part of the office occupancy, by building code. Do calculations take into account the 3068 louvered opening at the rear of the building? Glazing area is shown on the west elevation in the energy calcs but not on the plans? Is glazing area missing from the plans? Rough in future doors are shown in three locations on the floor plans and are noted on section detail. No header size has been provided on the plans for this opening and since firewall requires spacing of studs 24 inches on a center, it is unclear whether these requirements are met in the area of future doorway. Please confirm header size and firewall requirements. /_ Move disability access isle away from location directly in front of roll up door. 4l Requirements from the planning department, Steve Hackney, planner: Provide 5 percent of gross lot area shall be devu' ied to landscaping per Section 24-240.100). Proposed planters shall be surrounded by a 6 inch raised concrete curbing or equivalent; each planter shall have irrigation system in each separate planter area per Section 24-240.10(e). Zoning Code. , Post sign at each tenant space which has been provided with a roll up door but which has an occupancy which does not allow vehicle access. Signage is to state that there is to be no vehicle access through this door. 16. Specific requirements from the National Electrical Code for airplane fabrication shops should be specifically noted on the plans. nlofG /�ti7s Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments froni the engineer will be addressed under 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. !b" Complete and return your school impact fee form. (Enclosed) 2! ontact Land Development Department of Public Works for requirements and approval of o�ect. 93 Chico Area Urban fees to be revised after receipt of plan check response. Pay Sheriff s Fee of $196.69 5. ontact Environmental Health for clearance of project. Si- e , Martha itney Plans Examiner cc: Greg Pietz ODYSSEY PERFORMANCE • , • ENHANCEMENT NETWORK P.O. Box 4312 Chico, CA 95927 (510) 655-8268 Oakland (530) 342-1650 Chico' (530) 34T-1695 Fax (800) 342-1650 Toll Free Tuesday, January 9, 2001 www.odysseypen.com Department of Development Services Building Division Odyssey Productions Inc, dba Odyssey Performance Enhancement Network, intend to rent the proposed building 4 at Jordan's Place. We are a growing experiential training and development company. We conduct team -building adventures for corporations, schools, non -profits and individuals to assist with communication, cooperation, and other life -skills to motivate individuals to "step.out of their comfort zones" in order to create a better'life for themselves and their environment around them. We currently have 8 employees, including two corporate owners (my self & \ Scott Winter), who will be utilizing this office area. The storage area will be for our climbing gear, ladders, scaffolding equipment, and other tools and supplies related to our business. We do not use welding or any open flame equipment. Kind Regards, Lain Hensley Vice President & CFO cc: Jordan Reed GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect „.. ,r/ ” �"'M .. T -r n+ -y •�\r.l "Yr w� j h.+.r...:..,,. ,.�:{a � n .. �...J Ah'�r'�T'i � r^l :v:P!q`Th".t""T�� �1.. ,_�. ; �. ;,+h "� : 'rTi. ..� .r. , r -fir:^1-1..1'' � ... .. .. ,.. BUTTmoUNTYSCHOOLS IMPACT FEE CERTIFICATION (One form per Building) School District r),A ( (a e A. Building Department No. A.P. Number7 p� "� Jurisdiction: City (County Property Owner t Property Location/Address Subdivision Lot No. .................................................................................................................. Residential Development 0 Sq. Footage No of Living Mobile Home Addition/ •Supplemental to Units Installation Conversion Permit # (No foundation'ins ...........................................action.. Commercial/Industrial 'N AddRion Building .IFloar-PISns reviewed by School District Personnel) District Identification No. 0 ,(��� School District certifies that t ` • � � I _ I _ f"1 I _ n (Street Address) Icity) has complied with the requirements of Resolution No. representing ��j square feet. Ilk 0 J'�1 School District Representative Paid by Check # Remarks: (Group R) Sq. Footage (— �5 2 (Including Exterior Roofed Areas) 12.28.00 Date mow, �ee.cl (Applicant) t (Phone Number) C, (State) �� ,�,,(Zip Code) 7 ej 1— too by payment of $ AB 2926 $ FULL MITIGATION $ lA'{� t r Date CJa D Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this 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) ; feeform.xls 110198)dmm Skyduster Ranch 4160 friendly ln. Lincoln, CA 95648 J 0 Department of Development services building division, I Dan Harner, If rented unit 2 of building, Intend to assemble an airplane for private transportation. As a hobby, the plane will be made out of natural materials (canvas, wood) and store bought materials. This plane will never be started, driven, or flown in this space becouse the motor will be installed elsewhere. Likewise, there will be no gasoline in the airplane while in this unit. My wife and I will be the only employees and We do not use welding equipment or use of open flame in the fabrication of plane building. Dan Harner Skyduster Ranch 'Z/ LIGHTHOUSE ELECTRIC PO BOX 3537 CHICO CA 95927 (916) 343-5349 CL# 708162 department of development services building devision building permit # 003011 I Jordan Reed, owner of an el8ctrical contracting business, intend to occupy unit 1 of the proposed building. My work involves supplying the material and labor to wire homes and businesses in the county area. In this unit I Intend to store my. electrical supplies and tools, and park my electrical van inside. I do not use any welding or open flame equipement. There will be one person working in this space asj do not have any employees. Jordan d Lighthouse Electric Antique Bikes James Vnuk 1.463 Laburnum Ave Chico �a 95926 Department of Development Services Building division As a bike shop, my business will be to restore, repair, and display unique bicycles. We work with pedal powered bikes only. My son and I will be the two employees in the shop. We do not use welding or open flame equipment. Ja, s Vnuk- • 11 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Name BUILDING PERMIT NUMBER M APN DqZ_ 02b —CX -)5 e Address °�, �4��1 u�1"L Ckt CA 5,592 I Nature of Business &'` Contact Person LC Phone # S3 0 - 3 41- 1. Does your business or that of your tennants handle, store, or transport hazardous materials? K,NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? XNO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-foXIM for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? K NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representa Signature) (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. • BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 00 " ',220 1 APN ©y Z- 090 -- Firm Name L1 ���������' C\&NAe_ Address `� 3 1 Nature of Busine Contact Person 1.oes your business or that of your tennants handle, store, or transport hazardous materials? NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at tandard temperature 4 pressure), or formulation containing hazardous material? 10 ❑ YES - 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-12§303 $for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or P\chool site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO 11 YES IF YES, contact the Butte County Air Pollution C of Di trict (916-891-2882) for permit requirements. Owner or Authorized Company Representative ZO — (Si ture) (Date) BCEHD BCAPCD zle ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date . WHITE - Building Dept 0 YELLOW - Env. Health . 0 PINK - APCD 0 GOLDENROD - Fire Dept. • BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER OO APN Firm Name T t- h Address 0 Lr Nature of Business 'D j® Contact Person � J�1 rh E'l Phone #C 16 �3 -170 1. poes your business or that of your tennants handle, store, or transport hazardous materials? O ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and -safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at tandard temperature 4 pressure), or formulation containing hazardous material? V,NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation ool site? PkNO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes X, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative / t gnarurel (Dare) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. • BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Name BUILDING PERMIT NUMBER f'7n _ ��� APN VLe' S Address (4b���'Ma°^ r^„� Nature of Business�G� �� `�-«S Contact Person \) y\0 IL Phone #�� !J (65 -7 1. Does your business or that of your tennants handle, store, or transport hazardous materials? A NO OYES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? F,NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? 8.NO 17 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 1K NO ❑ YES IF YES, contact the Butte County Air Pollution Con "st ict (916-891-2882) for permit requirements. Owner or Authorized Company Representative 4/, -x -- "natural ((Date) r BCEHD BCAPCD The applicant has met ois meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. PRil-ECTPROCESSING :'.ORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DTE z -aa -oz) i.)2q- of DESCRIPTION OF STEP i a NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: ha� Building Permit Number: 00 - Plans Examiner: �nW -A. P. Number: 04*2 0 0 - 00S_ G NERAL: Plans designed and wet stamped by a California licensed architect or registered engineer. Complete Code Analysis provided. Proper description of work on the application. �� VS OCC4_4,�, Zoning requirements — Planning Division approval. `" _�'' 5 Land Development approval. No Q ren �C /re or' 6. Fire Marshal approval. t t e'd % rl� 73 Environmental Health Department approval — (a) Kitchen (b) Pool (c) H occupancy. Hazardous Materials and Emissions Questionnaire. Building permit valuation. 10. Existing violations on the property. .' Recorded notice of violation. PLOT PLAN: le Complete parcel size and dimensions. Setbacks, side yard, easements, etc. n Other buildings or structures. �I! Grading, fills and/or drainage. Flood hazard. State Responsibility Area review of plot plan.��� 7. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, T c and D ees). 8. FAU & FAS road setback. 9. Building or utilities across lot lines (record form). CCUPANCY REQUIREMENTS: 1. Compliance with specific occupancy requirement. Occupancy Separations (Uniform Building Code section 302). % 0a ' -' Area Separations (Uniform Building Code section 504.6). 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 310.10 =R-1). Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). Smoke Control (Uniform Building Code section 905). 11. Accessibility for the Physically Disabled (Title 24). � 7N,610 (k)�x�.D�rA� �O, 7 �1' 6111 National Electrical Code requirements (Medical — Article 517, Assembly — Article 518, etc.). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). rohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). E 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 sectionl506). 3. Parapets (Uniform Building Code section 709.4). �. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 'FcL0-t Skylights (Uniform Building Code section 2409 & 2603.7). Stages and platforms (Uniform Building Code section 405). Interior Finishes-Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). Foam plastic insulation (Uniform Building Code section 2602). q 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). ,2r Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). � 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). ,oil 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). Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). ),8 Aisles and seat spacing (Uniform Building Code section 1440.3.2). /Ip 1. oors (Uniform Building Code section 1003.3.1). SCELLANEOUS REQUIREMENTS: e 0/ 7 Brick or stone veneer (Uniform Building Code section 1403). G3 2 Energy design compliance and supporting documentation. Special Inspection requirements (Uniform Building Code section 1701): 3.1. High Strength Bolting. (�%✓J .��'�� 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). �. Special Certificates — Mill Certificates. 5. Expansive soil — special foundation design required. BIDING PERK UI' REQUIREMENTS:. X SRA. ,Y Flood elevation certificate. ,2! Fire Sprinklers required. .4i Special Inspection requirements. ) S. Use Permit conditions. l -��- -C Page 2 of 2 3 r . ENERGY CALCULATION SERVICES " Auditing, Analysis and 00cumentation O M Q CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002 -C -HERS Analysts - RD/FmHa Auditors - Member of RRHA of Texas Title 24 Energy Documents Reed Commercial Building 1907 Mangrove Avenue, Suite E Chico, California 95926 Highway 32 Chico CA Job# 00423 January 22, 2001 ecs@energyguru.com Est. 1989 877 /530.894.8466 tel. 530.894.3422 fax. TABLE OF CONTENTS � Table of Contents 1 Nonresidential Performance Title 24 Forms 2 Form ENV -MM Envelope Mandatory Measures 13 Form LTG -MM Lighting Mandatory Measures 14 Form MECH-MM Mechanical Mandatory Measures 15 HVAC System Heating and Cooling Loads Summary 17 Room Load Summary 22 EnergyPro 2.1 By EnergySoft Job Number: 00423 User Number: 2772 -- f PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -1 PROJECT NAME Reed Commercial Building This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts DATE 1/22/01 ADDRESSPROJECT State Hwy 32 Chico LJA I C Ur r LA [%A,') 11/00 MUILUIN NUI I 1UNt:U 112.i:4 I-LUUK AKLA ------ 6,540 Sq.Ft. modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations P-RWCI DIST Gregory A. Peitz TELEPHONE 530.894.5719 Building Permit # DOCUMENTATION AUTHOR Energy Calculation Services TELEPHONE (916) 894-8466 Checked by/Date Enforcement Agency Use N - - 1j, I EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Paoe:2 of 26 This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. D-O"CUMENTATrON AOTFfOK LJA I C Ur r LA [%A,') 11/00 MUILUIN NUI I 1UNt:U 112.i:4 I-LUUK AKLA ------ 6,540 Sq.Ft. modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations 71A I t LUNt 11 BUILDING TYPE In NONRESIDENTIAL ENV. LTG. MECH. HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION N( NEW CONSTRUCTION ❑ Fi Ej 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 ADDITION ❑ ALTERATION EXISTING + ADDITION N - - 1j, I EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Paoe:2 of 26 This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. D-O"CUMENTATrON AOTFfOK DATE Marty Runnells 112.i:4 The Principal Designers hereby certify that the proposed building design represented in the construction documents 9nd 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. ❑ F-] ❑ 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. ❑ Fi Ej 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. n ❑ ❑ 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: Indicate location on plans of Note Block for Mandatory Measures Requiredorms NV -1 PRTNCTPAC ENVECO Gregory A. Peitz j ILI(iHTING COMPLIANCE Indicate location on plans of Note Block for Mandatorf Measures Require orms T -1 PRINCIPAL LIGHTING DESIGNER - NAME SIGNA URE LIC. NO. DAT Gregory A. Peitz I C Z Indicate location on plans of Note Block for Mandatorf Measures Requir orms ECH-1, MECH-2, MECH-3 PRINCIPAL MECHANICAL DESIGNER - NAME SIGRE LIC. NO. Gregory A. Peitz FRE Z DAE N - - 1j, I EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Paoe:2 of 26 PERFORMANCE CERTIFICATE OF C04MPLIANCE Part 2 of 3 PER 1 11 Reed Commercial Building 7 TE 1/22/01 ANNUAL SOURCE ENERUY USE SUMMARY u sq -yr ENERGY COMPONENT Standard Design Proposed Design Compliance Margin Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS: 12.61 11.90 0.72 19.45 6.93 12.52 16.97 25.18 -8.21 0.00 0.00 0.00 0.00 0.00 0.00 2.98 2.89 0.09 21.79 19.08 2.71 7.ao 7.60 0.00 0.00 0.00 0.00 81.61 73.78 7.83 GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones (South)180 deg Conditioned Floor Area 6,540 sqft. Unconditioned Floor Area 0 sqft. Conditioned Footprint Area 6,541 sqft. 1 5 5 Orientation Front Elevation (South) Left Elevation (west) Rear Elevation (North) Right Elevation (East) Total Roof Gross Area sqft. sqft. sqft. sqft. sqft. sqft. Glazing Area Glazing sqft. sqft. sqft. sqft. sqft. sqft. Ratio 1,360 270 19.9% 1,080 112 10.4% 1,260 0 0.0% 1,020 0 0.0% 4,720 382 8.1% 6,541 0.0% Standard Proposed Lighting Power Density 0.740 W/sqft. 0.649 W/sqft. Prescriptive Env. Heat Loss 1,039 1,056 Prescriptive Env. Heat Gain 85,357 97,587 Remarks: un InitiationTime: un Code: EnergyPro 2.1 By Energysoft User Number: 2772 Job Number: 00423 Page:3 of 21 PERFORMANCE CERTIFICATE Of COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Reed Commercial Building DATE 1/22/01 System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)1 Ctrl. Credits (W/sf)2 Tailored Proc. Loads (W/sf) en . (W/sf)3 (cfm/sf) Unit 1 Unit 1 Industrial Storage 1,283 0.638 Unit 2 Unit 2 Industrial Storage 1,304 0.628 Unit 3 Unit 3 Industrial Storage 1,304 0.628 Offices Office Office 1,304 0.74 Unit 4 Unit 4 Industrial Storage 1,345 0.609 Notes: 1. See LTG -1 (items marked with asterisk, see LTG -2 by others) 2. See LTG -3 3. See LTG -4 Items above require special documentation i ne iocai enforcement agency should pay special attention to the items specitied 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 i11V VVV VIIICIItOtIVlI JVVIIIIIICV. IThe HVAC System "BRYANT 376CAV060115" includes an Evaporative Cooling System. Plan I Field The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Run InitiationTime: un Code: 980208840 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 PageA of 26 ENVELOPE COMPLIANCE SUMMARY, Performance ENV -1 PROJt CT NAME Reed Commercial Building DATE 1/22/01 # Surface Framing Type Type Area Act. U -Val. Azm. Tilt Solar Gains y/N Form 3 Reference Location / Comments 1 Wall Wood 182 0.065 180 90 X I JR-19Wall (W.19.2x6.16) Unit 1 2 Door Metal. 70 0.809 180 90 X I I Hollow Rollup Door Unit 1 3 Wall Wood 80 0.065 270 90 X I JR-19Wall ( .19.2x6.16) Unit 1 4 all Wood295 0.065 0 90 X I JR-19Wall9.2x6. nit Door None X I Hollow Metal Door Unit 6 a o0 6 90 Xa .2x6. nit 7 Roo 00 f,-28-3- 0 X o0 9. x 6 nit a oo X a x rn 9 Door Metal 70 0.809 180 90 X Hollow Rollup Door Unit 2 0a oo X a x.Unit a l o0 5 9 9 Wall9. x 6 nit Door one X Hollow Metal Door Unit 3 al o0 80 65 90 90 X - 9 a 9.2x6.6 nit 2 Roo Woodoo .T9.2x8.Unit 15 Wall o0 6 X - 9 a x6. nit 3 oor e a X Hollow Rollup Door Unit a oo X a xUnit 8 a o0 29 9 X a 9.2x6.6 nit 3 19 Door one 0. 0 X Hollow Metal Door Unit 3 0 of oo X a x ni # Type Area U -Val. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 1 2 Window 21 1.250 180 0.80 Single Mtl Uncoated Default Unit 1 3 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 1 4 Window 16 1.190 180 0.83 Single Mtl Uncoated Default Unit 1 5 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 2 6 Window 21 1.250 180 0.80 Single Mtl Uncoated Default Unit 2 7 1winclow 15 1.190 80 0.83 Single Mtl Uncoated Default Unit 2 8 Window 16 1.190 180 0.83 Single Mtl Uncoated Default Unit 2 9 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 3 10 Window 21 1.250 180 0.80 Single Mtl Uncoated Default Unit 3 11 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 3 12 Window 16 1.190 180 0.83 Single Mtl Uncoated Default Unit 3 13 Window 45 1.190 270 0.83 Single Mtl Uncoated Default Office 14 Window 15 1.190 270 0.83 Single Mtl Uncoated Default ffice 15 lWindow 21 1.250 270 0.80 Single Mtl Uncoated Default Office # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Len. Left Fin Right Fin gt. xt. xt. Dist. Len. Hgt. Dist. en. Hgt. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 5 None 0.76 6 None 0.76 7 None 0.76 8 None 0.76 9 None 0.76 10 None 0.76 11 None 0.76 12 None 0.76 13 None 0.76 14 None 0.76 15 None 0.76 Run Initiation Time: 01/22/01 16:14:00 Run Code: 980208840 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page:5 of 26 ENVELOPE COMPLIANCE SUMMARY, Performance ENV -1 PROJECT NAME Reed Commercial Building DATE 1/22/01 Surface Framing Act. # Type Type Area U -Val. Azm. Tilt Solar Gains Y/N Form 3 Reference Location / Comments 21 Roof Wood 1,304 0.051 0 0 X I I R-19 Roof (R.1 9.2x8.16) Unit 3 22 Wall Wood 208 0.065 270 1 90 X I JR-19Wall (W.19.2x6.16) Office 23 Wall Wood 60 0.065 270 90 X1 JR-19WalI (W.19.2x6.16) Office 24 Wall Wood320 0.065 9 9 X 9 a .2x6.6 ice a oo X a x ice 26 Roo 00 ,3 X R-19 Roof (R.19.2x8.16)ice 27 a oo -U. 63 180 90 X R-19 Wall (W.19.2x6.16)nit 4 8 Door e a X Hollow Rollup Door Unit 29 Wall Wood 460 0.0657 X 9 Wall (W.19.2x6.16)nit 4 a oo X a xUnit 3 oor None X Hollow Metal Door Unit 4 T2 a oo X a xUnit 33 Roo 00 ,3 . 5 0 0 X1 I R-1 9 Roof (R. I 9.2x8.16) nit 4 # Type Area U -Val. Act. Azm. SHGC Glazing Type Location / Comments 16 Window 15 1.190 270 0.83 Single Mtl Uncoated Default Office 17 Window 16 1.190 270 0.83 Single Mtl Uncoated Default—Office 18 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 4 19 Window 21 1.250 180 0.80 Single Mtl Uncoated Default Unit 4 20 Window 15 1.190 180 0.83 Single Mtl Uncoated Default Unit 4 21 Window 16 1.190 180 0.83 Single Mtl Uncoated Default Unit 4 I Ll 19 — ____ L_ # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. Hgt. LExt.RExt. Dist. Len. Hgt. Dist. Len. Hgt. 16 None 0.76 17 None 0.76 18 None 0.76 19 None 0.76 20 None 0.76 21 None 0.76 Run InitiationTime: 01/22/01 16:14:00 Run Code: 980208840 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page:6 of 26 LIGHTING COMPLIANCE SUMMARY Performance LTG -1 PROJECT NAME Reed Commercial Building DATE 1/22/01 LAMPS BALLASTS Luminaire Code LUMINAIRE DESCRIPTION TYPE DESCRIPTION # Watts Lamp DESCRIPTION # (Lamp + Ballas Total Watts # watts (4) 4 ft Fluorescent T8 Elec F32T8 4 32 Electronic 2.0 31 124.0 3,844 100w Recessed Incandescent 100W 11 100 No Ballast 1 100.0 100 75w Surface Mount Incandescent 75W 1 75 No Ballast 4 75.0 300 Subtotal from this Pag 4,244 Building Total 4,244 Less Control Credit Watts (From LTG -3)F-10 Adjusted Actual Watts 4,244 CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, etc.) NOTE TO FIELD SPACE CONTROLLED CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupant, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD - or t3uilcling Uepartment Use Unly Run InitiationTime: un Code: 980208840 rnergyrro Z.1 by tnergyoor[ user Number: 1772 Job Number: 00423 Pagel of 26 1 CERTIFICATE OF COMPLIANCE ; Performance MECH-1 PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME 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__ DHW Heater Unit 1 Unit 2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Electric Res 100% n/a n/a AO 1VI1TH-PE - n/a nla n/a n/a n/a Supply & Return HW Yes FIELD CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No Programmable Switch Programmable Switch Heating & Cooling Requir e Heating & Cooling Requirul ELECTRIC HEAT? n/a n/a Enter Number of Isolation Zones. n/a n/a SIMULTANEOUS HEAT /COOL? n/a n/a ECONOMIZER Constant Volume Constant Volume B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural No No Enter Outdoor Air CFM. Note: This shall be n less than Col. H on MECH-3. No No PIPE INSULATION REQUIRED? Constant Temp Constant Temp Constant Temp Constant Temp Outside Air Cert. Outside Air Cert. Gravity Gravity No Economizer No Economizer 192 cfm 196 cfm Gas Furnace Gas Furnace 80% AFUE 80% AFUE Split DX Split DX n/a n/a —BRYANT 376CAV0691- 76CAV0r60 Ducts in Attic 4.2 Ducts in Attic 4.2 Ductless n/a Ductless n/a Yes Yes No No 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 0: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT /COOL? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HEAT AND COOL SUPPLY RESET? 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. HIGH EFFICIENCY? DUCT TAPE ALLOWED? PIPE INSULATION REQUIRED? Kun Initiation Time: 01/22/01 16:14:00 Run Code: 980208840 I EnergyPro 2.1 By EnergySoft User Number' 2772 Job Number: 00423 Page:8 of 26 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME 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 Unit 311 Offices Unit 4 Programmable Switch Heating & Cooling Requir, n/a n/a n/a Constant Volume No No Constant Temp Constant Temp Outside Air Cert. Gravity No Economizer 196 cfm Gas Furnace 80% AFUE Split DX n/a Ducts in Attic 4.2 Ductless n/a Yes No No Programmable Switch HEAT PUMP THERMOSTAT? Y: Yes N: No Programmable Switch Heating & Cooling Requird Heating & Cooling Requir FAN CONTROL n/a n/a H: Heating C: Cooling B: Both n/a n/a VAV MINIMUM POSITION CONTROL? n/a n/a OUTDOOR DAMPER Constant Volume Constant Volume HEAT AND COOL SUPPLY RESET? No No A: Auto G: Gravity No No DUCT TAPE ALLOWED? Constant Temp Constant Temp Constant Temp Constant Temp Air Balance Outside Air Cert. Auto Gravity No Economizer No Economizer 196 cfm 202 cfm Gas Furnace Gas Furnace 80% AFUE 80% AFUE Split DX Split DX 10.5 SEER / 9.4 EER n/a RYANT376CA-V0W BRYAN I C7 376CAV060115 Ducts in Attic 4.2 Ducts in Attic 4.2 Ducts in Attic 4.2 Ductless n/a Yes Yes Yes No 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? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HEAT AND COOL SUPPLY RESET? 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? Run Initiation Time: 01/22/01 16:14:00 Run Code: 98020884 1. EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page:9 of 26 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME Reed Commercial Building DATE 1/22/01 Efficiency Tons PUMPS Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control INSUE Energy Factor or Recovery Efficiency StandbyTANK Loss or Pilot System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. Ext. R -Val. AO SMITH PEC -030 Storage Elec. Standard 1 15,359 28 0.91 n/a n/a F- Ht -A HW UUULINLi System Name System Type Qty. Output Aux. kW Eff. Output Sensible Efficiency Economizer Type BRYANT 376CAV060115 Split DX 4 93,000 0.0 80%AFUE 0 On/a No Economizer BRYANT 561CJ060/ 376CAV060115 Split DX 1 93,000 0.0 80% AFUE 57,000 39,90010.5 SEER / 9.4 EER No Economizer Run InitiationTime: un Code: 980208840 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page:10 of 26 MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2 PROJECT NAME 'Reed Commercial Building - DATE 1/22/01 ZONE TERMINAL SWUM Zone Name System Type Qty. Min. CFM Ratio Reheat Coil Flow Ratio CFM BHP Motor Eff. Drive Eff. Type Output I ype DeltaT EXHAU it -AN EWAIJ T FA Room Name (qty, CFM BHP Motor Eff. Drive Eff. Room Name Qty, CFM BHP Motor Eff. Drive Eff. Warehouse 1 100 0.02 77.0% 97.0% Office 1 100 0.02 77.0°/ 97.0% Warehouse 1 100 0.02 77.0% 97.0% Warehouse 1 100 0.02 77.00/ 97.0% Warehouse 1 100 0.02 77.0°/ 97.0% Run InibationTime: un Code: 980208840 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 11 of 26 MECHANICAL VENTILATION MECH-3 PROJECT NAMETE DA Reed Commercial Building 1/22/01 FA-] ©© o a o© o a a a ZONE/SYSTEM Unit 1 Unit 1 Unit 2 Unit 2 Unit 3 Unit 3 Office Offices Unit 4 Unit 4 AREA BASIS �0 AREA (SF) CFM PER SF CFM (B x C) 1,283 0.15 192 192 192 1,304 0.15 196 196 1,304 0.15 196 196 196 1,304 0.15 196 196 1,345 0.15 202 OCCUPANCY BASIS GFM MIN. OF PER CFM PEOPLE PERSON (ExF) Total REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOF AIR CFM VAV MIN. RATIO TRANS FER AIR 192 192 192 192 196 196 196 196 196 196 196 196 196 196 1961 196 202 202 202 202 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 12 of 26 ENVELOPE MANDATORY MEASURES, ENV - Reed Commercial Building 1/22/01 DESCRIPTION Designer Enforcement u § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article W, 3. �J §118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. [XI § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for, unframed glass doors and fire doors). 1XIu § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. L § 118(e) Demising Walls in Nonresidential Buildings: - l The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-11 between framing members. EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 13 of 26 LIGHTING MANDATORY MEASURES . LTG - PROJECT NAME DATE Reed Commercial Building 1/22/01 DESCRIPTION Designer Enforcement § 131(d)1 Building Lighting Shut-off: The building lighting shut-off system consists of an automatic time switch, with a zone for each floor; or the building is separately metered and less than 5,000 square feet; exempt from the shut-off requirement. § 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. F] § 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. l -J Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. U § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. LJ § 131(a) .Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to- y ceiling walls. U § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 1.0 watts per square foot of lighting load shall be t/ controlled with bi-level switching for uniform reduction of lighting within the room. LJ § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the ✓ effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. ✓ [X] § 131(f) Control of Exterior Lights: Exterior mounted fixtures served from the electrical panel inside the building are controlled with a directional photo cell control on the roof and a corresponding relay in the electrical panel. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 14 of 26 MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM (P7!71!T 1 .- Reed Commercial Building DESCRIPTION TE 1/22/01 Designer JEnforcement Equipment and Systems Efficiencies �X1 §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. V LXJ J § 115(a) Fan type central furnaces shall not have a pilot light. .� LX� § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. IX, § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. ✓ Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements / of Section 112 (d)) shall be installed with an automatic time switch with an V 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; incorporate an automatic holiday "shut- off' feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or § 122(e)1 B An occupancy sensor to control the operating period of the system; or § 122(e)1 C A 4 -hour timer that can be manually operated to control the operating period of the system. [XI § 122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. (� § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. (X; § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a ✓ minimum. (X'. § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. ^EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 15 of 26 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM Reed Commercial Building 1/22/01 Description Designer Enforcement Ventilation L� § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at ✓ the ventilation rates as specified on these plans. § 122(f) 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. L� § 122(f) All gravity ventilating systems shall be provided with automatic or readily accessible L manually operated dampers in all openings to the outside, except for combustion air openings. J § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or V// Associated Air Balance Council (AABC) National Standards (1989); or 1 § 121(f)2 Outside Air Certification: The system shall provide the minimum outside air as f/ \ shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or L� § 121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or LXX § 121(f)4 Another method approved by the Commission. Service Water Heating Systems l§ 113(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. (X § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the ---- following: V-1 Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 16 of 26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Unit 1 1 9A11 Number of Systems 1 Heating System Output per System 93,000 Total Output (Btuh) 93,000 Output (Btuh/sgft) 72.5 Cooling System Output per System 0 Total Output (Btuh) 0 Total Output (Tons) 0.0 Total Output (Btuh/sqft) 0.0 Total Output (sgft/Ton) 0.0 Air System CFM per System 2,000 Airflow (cfm) 2,000 Airflow (cfm/sgft) 1.56 Airflow (cfm/Ton) 0.0 Outside Air (%) 9.6 Outside Air (cfm/sgft) 0.15 Note: values above aiven at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible Total Adjusted System Output (Adjusted for Peak Design Conditions) 25,125 0 1,298 26,428 2,566 467 18,973 0 0 949 0 0 9,810 192 5,547 -97 192 0 0 0 949 31,975 2,469 30,681 3500 cfm Evaporative Cooler 25,125 0 BRYANT 376CAV060115 0 0 Total Adjusted System Output (Adjusted for Peak Design Conditions) 25,125 0 93,000 93,000 TIME OF SYSTEM PEAK Aug 2 pm I Jan 12m [HEATING SYSTEM P5YGHRUMF:TRl(;5 (Airstream Temperatures at Time of Fleating ea 22.0 of 65.0 OF 65.0 of 108.4 OF Supply Air Ducts O Outside Air 0 192 cfm >r Supply Fan Heating Coil 2000 cfm ROOMS 69.6 of 70.0 °F Return Air Ducts -.8 "F 64.9 / 58.7 of 64.9 / 58.7 of 55.0 / 54.5 of Outside Air Q 192 cfm Evap Cooler Supply Fan Cooling Coil 3500 cfm 2000 cfm �, Return Air Ducts Y Supply Air Ducts 55.0 / 54.5 of 50.9% R.H. L R 0 S FEnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 17 of 26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Unit 2 1,304 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 93,000 Total Output (Btuh) 93,000 Output (Btuh/sgft) 71.3 Cooling System Output per System 0 Total Output (Btuh) 0 Total Output (Tons) 0.0 Total Output (Btuh/sqft) 0.0 Total Output (sgft/Ton) 0.0 Air System CFM per System Airflow (cfm) L2,O Airflow (cfm/sqft) Airflow (cfm/Ton) 0.0 Outside Air (%) 9.8 Outside Air (cfm/sgft) 0.15 Note: values above given at ARI conditions 22.0 OF Outside Air 196 cfm 69.6 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent I CFM Sensible 1,276 25,993 2,608 439 17,831 0 0 892 0 0 196 5,638 -102 196 9,977 0 0 0 892 31,630 2,506 29,591 3500 cfm Evaporative Cooler 25,167 0 BRYANT 376CAV060115 0 0 93,000 Total Adjusted System Output 25,167 0 93,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Irs ream er 64.9 OF 64.9 OF ® 108.30r, Supply Fan Heating Coil 2000 cfm k Return Air Ducts q `FAU64.9158.7'�- �.9/68.7OF 55.0/54.5OF O Evap Cooler Supply Fan Cooling Coil 3500 cfm 2000 cfm Return Air Ducts Supply Air Ducts ROOMS 70.0 OF Supply Air Ducts 55.0154.5 OF 50.9% R.H. ROOMS 76.01152.0 eta, EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 18 of 26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DA Reed Commercial Building SYSTEM NAME FL( Unit 3 Number of Systems 1 Heating System Output per System 93,000 Total Output (Btuh) 93,000 L Output (Btuh/sgft) 71.3 CIloo ng System Output per System 0 Total Output (Btuh) 0 Total Output (Tons) 0.0 Total Output (Btuh/sqft) 0.0 Total Output (sgft/Ton) 0.0 Air System CFM per System 2,000 Airflow (cfm) 2,000 Airflow (cfm/sgft) 1.53 Airflow (cfm/Ton) Outside Air (%) 0.0 9.8 Outside Air (cfm/sqft) 0.15 Note: values above given at ARI conditions 22.0 of -310 Outside Air 196 cfm 69.6 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1/22/01 AREA 1,304 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 1,276 25,993 2,608 439 17,831 0 0 892 0 0 196 5,638 -102 1961 9,977 0 0 0 892 31,630 2,506 29,591 3500 cfm Evaporative Cooler 25,167 0 BRYANT 376CAV060115 0 0 93,000 Total Adjusted System Output ( 25,167— of 93,000 (Adjusted for Peak Design Conditions) I TIME OF SYSTEM PEAK Aug 2 pm C -Jan 12 am 64.9 of 64.9 of ® 108.30F r� -(2)� Supply Fan 2000 cfm Heating Coil e OT meating k Return Air Ducts q Supply Air Ducts ROOMS 70.0 of U64.9/a8.7""� P4.9158.7"F 55.0/54.5 of -' - A S I A' D t Outside Air a l V r . 196 cfm Evap Cooler Supply Fan Cooling Coil 3500 cfm 2000 cfm EnergyPro 2.1 By EnergySoft User Number: 2772 upp y Ir uc s 55.0 / 54.5 of 50.9% R.H. ROOMS Return Air Ducts Job Number: 00423 Page: 19 of 26 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Offices 1,304 Number of Systems 1 (Heating System Output per System 93,000 Total Output (Btuh) 93,000 Output (Btuh/sqft) 71.3 Cooling System Output per System 57,000 Total Output (Btuh) 57,000 Total Output (Tons) L Total Output (Btuh/sqft) Total Output (sgft/Ton) 4.8 43.7 274.5 Air System CFM per System 2,000 Airflow (cfm) 2,000 Airflow (cfm/sqft) 1.53 Airflow (cfm/Ton) 421.1 Outside Air (%) 9.8 Outside Air (cfm/sqft) 0.15 Note: values above qiven at ARI conditions 22.0 of Outside o 196 cfm 69.7 of Outside Air 196 cfm 65.0 OF Supply Fan 2000 cfm EnergyPro 2.1 By EnergySoft 65.0 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM Sensible 1,825 29,184 2,608 352 14,338 0 717 0 1,459 0 196 5,493 453 196 9,994 0 0 1,459 717 37,629 2,155 I 25,765 BRYANT 561CJ060/ 376CAV060115 40,422 11,907 93,000 Total Adjusted System Output 40,422 11,907 93,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Jul 4 pm Jan 12 am earn I empera ures at Time ot Heating ea 108.4 of S I A' D t Heating Coil 77,3!63.5oF 77.3163.50F 0 � Return Air Ducts V 58.4/56.5 OF Supply Fan Cooling Coil 2000 cfm User Number: 2772 �% Return Air Ducts k4 Job Number: 00423 upp y Ir uc s ROOMS 70.0 of Supply Air Ducts 59.1/56 . 7 of 52.9% R.H. ROOMS Page: 20 of 26 (HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE • Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Unit 4 1,345 22.0 of >--o Outside Air 202 cfm 69.6 OF Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK�JCOILHTG.PEAK 6 0 CFM Sensible Latent CFM Sensible 3500 cfm 2000 cfm 1,342 27,331 2,6901 475 19,195 0 0 960 0 r 0 202 5,815 -113 202 10,283 0 0 0 960 33,146 2,577 1 31,398 HVAC EQUIPMENT SELECTION 3500 cfm Evaporative Cooler 25,249 0 BRYANT 376CAV060115 0 0 93,000 Total Adjusted System Output 25,249 0 93,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK F Aug 2 pm Jan 12 ann earn I empera ures at Time of Heating ea 64.8 of 64.8 of Supply Fan Heating Coil 2000 cfm Supply Air Ducts ROOMS 70.0 of Return Air Ducts I K " 34.9 / 68.7` ' s4.6 i aN.7 oi;' . 55.0/54.50F Outside Air 6 0 202 cfm Evap Cooler Supply Fan 3500 cfm 2000 cfm EnergyPro 2.1 By EnergySoft Cooling Coil k Return Air Ducts Y User Number: 2772 Job Number: 00423 ng Supply Air Ducts 55.0/64 . 5 of 50.9% R.H. ROOMS Page:21 of 26 ROOM LOAD SUMMARY Reed Commercial Building 1 1/22/01 Unit 1 1,283 IROOM LOAD SUMMARY I ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Unit 1 are ouse 1 1,318 26,840 2,566 1,298 26,428 2,566 467 18,973 EnergyPro 2.1 By Energysoft User Number: 2772 Job Number: 00423 Page:22 of 26 ROOM LOAD SUMMARY PROJECT NAME Reed Commercial Building DATE 1/22/01 SYSTEM NAME Unit 2 FLOOR AREA 1,304 IROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Unit 2 are ouse 1 1,304 26,553 2,608 1,276 25,993 2,608 439 17,831 PAGE TOTAL 1 1,276 25,993 2,608 439 17,831 TOTAL 1 1,276 25,993 2,608 439 17,831 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page:23 of 26 ROOM LOAD SUMMARY PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Unit 3 1,304 KUUIVI LUAU SUMIVIAKY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM I SENSIBLE are ouse Unit 3 1 1,304 26,553 2,608 1,276 25,993 2,608 439 17,831 PAGE TOTAL TOTAL 1 1,276 25,993 2,608 436 17,831 11276 25,993 2,60811 439 17,831 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 24 of 26 ROOM LOAD SUMMARY PROJECT NAME DATE 'Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Offices 1,304 RUUIVI LUAU JUIVIIVIAKT ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Ice Office 1 1,846 29,516 2,608 1,825 29,184 2,608 352 14,338 PAGE TOTAL1,825 TOTAL 1 29,184 2,608 352 14,338 1,825 29,184 2,608 352 14,338 EnergyPro 2.1 By EnergySoft User Number: 2772 Job Number: 00423 Page: 25 of 26 ROOM LOAD SUMMARY PROJECT NAME DATE Reed Commercial Building 1/22/01 SYSTEM NAME FLOOR AREA Unit 4 1,345 KUUIVI LUAU JUIVIIVIAKT ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE are ouse Unit 4 1 1,364 27,771 2,690 1,342 27,331 2,690 475 19,195 PAGE TOTAL TOTAL 1,342 27,331 2,690 475 19,195 1,342 27,331 2,690 475 191195 EnergyPro 2.1 By EnergySoft I User Number: 2772 Job Number: 00423 Page:26 of 26 C A 04f.tK 4tN }`f'Sys- } �`tA1+C r �Y r .. k �, fi-i4 Kw��.,/i�. 1 'eL.l M�.r : y �Y..• a d'.,^.� ,s, At7l IAL yrze$.`fl55'\fI Lek IHeatirrg&Coft •tnuuum • DOWNFLOW HORIZONTAL [fUDFD) MO " Wv HEATING & AIR CONDITIONING 1 401 ALMOND -ST., CHICO. CA 95926 PH: 895-1420 LIC. NO. 335302 With a unique approach to induced -combustion design, a 40 -in. tall cabinet, a 4 -pass heat exchanger, an inshot burner system, and its safety features, this furnace is without peer. The model 376CAV Deluxe Downflow/Horizontal Furnace achieves one of the higher Annual Fuel Utilization Efficiency (AFUE) ratings available in a noncondensing, induced -combustion furnace. Its ease and economy of installation, ease of serviceability, eco- nomical initial cost, and short payback time put it in a class well ahead of the competition. The model 376CAV Gas Furnace has the kind of overall performance needed in today's homes. FEATURES EFFICIENCY—The 376CAV Deluxe Induced -Combustion Gas Furnace provides the efficiency customers want with 80.0 percent AFUE. HOT SURFACE IGNITION—This field -proven ignition system will save energy and improve reliability. ALUMINIZED HEAT EXCHANGER—The patented 4 -pass heat exchanger is made of aluminized steel and backed by a 20 -year Limited Warranty. INTELLIGENT CONTROL BOARD—The 376CAV Furnace has an intelligent control board with an LED status indicator light to ensure top furnace performance. This control board also has a self -test feature that enables the servicing person to verify oper- ation of the board itself, inducer, hot surface ignitor, high- and low -speed blower operation, and humidifier. The board features a 3 -amp fuse that protects the transformer and board. We guar- antee the reliability of the control board with a 3 -year Limited Warranty. 40 -IN. HEIGHT—The 376CAV Induced -Combustion Furnace with a 40 -in. cabinet height simplifies installation in attics, clos- ets, and crawlspaces, especially with a high -efficiency cooling coil. MULTIPOISE DOWNFLOW OR HORIZONTAL—Our furnace can be used in a downf low, horizontal left, or horizontal right con- figuration. PREPAINTED CABINET—The 376CAV uses prepainted sheet metal for the cabinet. This is the same high-quality finish found on refrigerators and other appliances today. We ensure its dura- bility by using a galvanized steel substrate to provide superior rust protection. PATENTED BLOCKED VENT SAFEGUARD—Our induced - combustion furnace has a patented blocked vent safeguard. The safeguard switch will stop furnace operation if the vent system becomes blocked or is not operating properly. An exclusive with the 376CAV Furnace. EASY INSTALLATION—The model 376CAV has many features that make installation easier: left or right gas and electrical con- nections, blower speed selector, matching coil sizes, accessory low -voltage connections, and many more. QUIET OPERATION—A soft mount inducer assembly and slow opening gas valve reduce sound level. I Form No. PDS 376CAV.50.2 I K "AA10ft\ �/ '� ED330/430/630 ES330/430/630 Efficient and Effective Cooling. When you need to cool a home, condo- minium, manufactured housing or apartment complex, these reliable standard coolers are the low-cost alternative to expensive refrigerated air conditioning systems. Unlike air condition- ing systems that recirculate dry, stale air over and over, our evaporative coolers circulate clean, fresh air using as little as 1/4 of the electricity required for air conditioning. That's up to 75% savings in electric costs. We offer you a choice in our ducted line of coolers. With 3 side -discharge and 3 down - discharge models offering different cooling and horsepower capacities, you're assured of getting the exact cooling requirements for your job. And, with our aids and accessories, coolers can be mounted on roofs, set on pads, or hang on an outside wall. Remember, you can also add one of our coolers to an existing air conditioning system. Our ducted coolers have an 8 -year limited warranty on cabinet bottom pan leakage due to rust -out which is backed by the industry leader with over 50 years of evaporative cooler manufacturing experience. Our ducted coolers are covered by City of Los Angeles Research Reports RR930224 (for all single phase applications), Electrical, and RR8141 Mechanical. Copies of these reports are available from the manufacturer upon request. Standard features OGNMt Corrosion resistant, heavy gauge galvanized steel, POLY - BONDS mated, welded, maintenance -tree cabinet with reinforced corner posts for added strength. ©Protective Finish aur POLYBOND ® exclusive mating, is an attractive, appliance type finish that protects the exterior and all pans contacting water to resist corrosion. This finish is so durable it is backed by an eight year limited warranty against leakage due to rust out of bottom pan. ©Bottom Pan The ORIGINAL sturdy deep drawn steel bottom pan with Plastisol seal makes for a leak -proof design Motor U.L recognized motor designed and tested specifically for use in evaporative coolers. Special features include mois- ture resistant rotor/stator with special winding and pro- tected switch mechanism. High torque and isolated vibra. tion characteristics make it quiet and efficient ©Water Trough Specially designed, one-piece POLYBONDO,protected water trough enhances even water distribution and Is dog -Gee. OPad Frame Heavy duty, embossed pad frame for long life. Models ED330/430/630 ES330/430/630 MADE IN U.S.A. Pump .t1� query pump in the industry. U.L recognized flame-retardant plastic, designed to operate at the widest range of water levels in the industry. Built-in bleed -off adapter and fine mesh filter screen prevents clogging. The pump shaft is encased in plastic to eliminate the possibility of corrosion OWnter Distribution Specially designed system for even water distribution is retained with corrosion resistant hot -dipped galvanized steel retainer clips. OBlower Wheel Balanced blower wheel of heavy gauge galvanized steel, for quiet operation and maximum air now. Sturdy shaft fits firmly into keyed pulley. Blower Support Bar Durable, heavy gauge blower support bar. MEasyAccess Pad Frames Corrosion resistant, spring -steel strap latch system . ® Float Valve Adjustable float valve with Celeron seat and Buena -N plunger designed for most efficient operation n ®Bleed -Off Kit 1b ensure consistent performance, every unit has a bleed - off kit included. Vrhre System Dependable operating drive system tested for long life. Miunctlon Boat Factory installed, plug-in junction box conveniently located for easy access All components are U.I. recognized and the junction box is approved by the City of Los Angeles. kil- Wy 8{ Wing® R CON � .b f�Cau _ - . ,: r2+-4 �r � .. .'i�f�". .'Sn.!, a ... .. f'`+Lf �,G-4 . u�..... _ i. T.+ � .. .r,•�. �!�3..r\ Model 563C Energy -Efficient Air Conditioners incorporate inno- vative technology to provide quiet, reliable cooling performance. Built into these units are the features most desired by home- owners today including SEER ratings of at least 12.0 when combined with specific Bryant equipment. All models are listed with UL, c -UL, ARI, CEC, and CSA-EEV. The 563C meets the Energy Stars^" guidelines for energy efficiency. FEATURES UNIT DESIGN—Copper tube, enhanced sine wave aluminum fin coil is designed for optimum heat transfer. Vertical air dis- charge carries sound and hot condenser air up and away from adjacent patio areas and foliage. Heat pump style base pan for easy removal of water, dirt, and leaves. ELECTRICAL RANGE—All units are offered in single phase 208/230v. The 036 through 060 sizes are offered in 208/230v 3 phase. WIDE RANGE OF SIZES—Available in 6 nominal sizes from 024 through 060 to meet the needs of residential and light com- mercial applications. COMPRESSOR—This unit features a scroll compressor, which is significantly more efficient than conventional compressors. Its simple design offers improved reliability and each compressor is mounted on rubber isolators for additional sound reduction. Scroll compressors start under most system loads, minimizing the need for start assistance components. For improved ser- viceability, the 024 through 042 models are equipped with a compressor terminal plug. Continuous operation is approved down to 55°F (12.8°C) in the cooling mode. (See cooling perfor- mance tables.) Operation down to 0°F or –20°F is approved when low -ambient requirements are met. WEATHER -PROTECTIVE CABINET—The access panels and top are protected with a galvanized coating, then treated with a layer of zinc phosphate to which a modified polyester powder coating is applied and baked on. This provides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust - resistant, quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater reliability under adverse weather conditions and dependable perfor- mance for many years. Permanent -split -capacitor -type motors provide more economical operation. APPLICATION VERSATILITY—The 563C can be combined with a wide variety of evaporator coils and blower packages to provide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. EXTERNAL SERVICE VALVES—Both service valves are brass, front seating type with sweat connections. Valves are externally located so refrigerant tube connections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY SERVICEABILITY—One access panel provides access to electrical controls. Removal of top gives access to fan motor, condenser coil, and compressor. COMPRESSOR PROTECTION—Includes a suction tube accu- mulator on 048 and 060 sizes that reduces the amount of liquid refrigerant reaching the compressor. All compressors are pro- tected by internal temperature and current sensitive overloads. An internal pressure relief is provided for high-pressure protec- tion to the refrigerant system. LIMITED WARRANTY—Standard 1 -year warranty on all parts. Additional 4 -year warranty on compressor. Form No. PDS 563C.24.4 aM GDC3 r lign errc�� �V1101 c9 Produce FEATURES CODE COMPLIANCE: H.U.D., B.O.C.A., ASHRAE/IES 90.1 b-1992, and 1990 NAECA. U.L. CERTIFIED to ANSI standards for Household Electric Storage Tank Water Heaters UL 174. THICK PERMAFOAMTM INSULATION — Minimizes radiant heat loss. GLASS -LINED TANK —Glass, specifically developed by A. O. Smith ceramic research for water heater use, is fused to steel at 1600°F, providing corrosion protection for years of dependable use. Proven reliable in millions of water heaters for over 50 years. THERMOTRAPTM FITTINGS — Reduce heat loss from convection currents escaping through the cold water inlet or out through the hot water outlet. Factory installed inside the tank. HIGH TEMPERATURE DIFFUSER DIP TUBE —Carries inlet water deep into tank, and minimizes temperature dilution of already hot water. ANODE — Extra heavy duty, tank -mounted, screw-in anode for longer tank life. THERMOSTAT/HIGH LIMITS — Combination control provides sensitive temperature control and overheat protection. Factory preset to 120°F. ELECTRIC ELEMENTS — Long life Phoenix (T.M.) low watt density incoloy sheath, screw-in type, direct immersion elements mean fast, efficient water heating for years of dependable service. So reliable, they are guaranteed for 10 years. EXTENDED PARTS WARRANTY BRASS DRAIN VALVE TOP LOCATED CONNECTION OPENINGS ELEMENT SPECIFICATIONS — Two 4500 watt, 240V, single phase elements, non -simultaneous with a recovery of 20.5 gph at 90°F temperature rise supplied as standard equipment on all models - see table. For other element wattages and voltages consult factory - 30 amp maximum (40 amp max. with A-7 circuit). For amp draws greater than 40 amps, see DEN/DEL models. .1 WATEgk � �ti�1tDOFF}� �O Revised July 1998 CONSERVATIONIST® f co rud, ELECTRIC __.__......_ WATER HEATERS MODEL PEC 10 YEAR LIMITED TANK WARRANTY If the tank should leak any time during the warranty period, under the terms of the warranty, A. O. Smith will furnish a replacement heater. Installation, labor, handling and local delivery are extra. When used commercially, warranty is 3 years. 10 YEAR LIMITED PARTS WARRANTY If a covered part should fail during the warranty period, under the terms of the warranty, A. O. Smith will furnish a replacement part. Installation, labor, handling and local delivery are extra. When used commercially, warranty is 1 year. THESE OUTLINES ARE NOT WARRANTIES For complete information, consult the written warranty or A. O. Smith Water Products Company. A 720.1 ti. it F i� F,i � + V 'It •' t �y I l r ' j ,rr�15 Cit` rlj� ORY A TIf GREG �F, r P E I } 1 ARCHITECT. X11 � �4����r�� .�y�t�'�;�• 38 RIO UNDO AVE., CHICO CA 95916!,(916)04-5719 k 4'71 1, l • 1 ri. Structural Calculations T.o'r: ;fit 40t'ly, i'4•ti AR Al 1 ON yb ,, REN. j., BUTTE CO UN ( T 7, Ir 1 ( , .OWDINGDEPARTH9 i1 k A� M I I 1 't 1 .... -7 I ,;:,y '7 1 y i;+ '�'f; 'r�y1A • LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed O P=CeCgQsl WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf a 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. 1'=.72* 1.0* 14.5* 1.0=.011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * L0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62*LI*14.5*1.0=.010 ksf@ 15 ft. P=.67*1.1*14.5*1.0=.011 kst@20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P=.76*1.1*14.5*1.0=.012 kst@.30ft. Seismic Anal 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: I0 psf dead load + 40 psf live load =150 psf total load O WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; ................. 10 st exteript.walls_with .1 -coat sttucco-or-sidin41 n _._ 22-141 SO SHEETS d amcwo 22-142 100 SHEETS ;- .22-144 .200 SHEETS if 1, S{�.� mf 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS V 'C4 f � ,, i "; " ... `.. 'Yy I � 'I ). ;' 1 `I' ,� `i'r�1 � �!. ' �I',j' � , A: 4*�'•, i' , Ir � i, ••I .' ;fit �� ::1F a �,� � I � � ;•{` GREGORY A. ' 'PtIITZ ARCHIT•E:CT s!. 1907 MANGROVE, SUITE "E", CHICO, CA 95926 (916) 894-5719 PROJECT: d �� I have reviewed the truss submittal for the above r ro'ect'and all loading I p g design criteria have been met: .' i. Gregory A. Peitz ' Architect 4 t I ',i + .' .�.� � I'id t'Ig�' i•II `I�� I i• 3 ,I, ,a i,. a' II I .. 1 ��. t:',1 a : i, i•"�. Ir ataA i ..�; VliTek Industries, Inc. Nestern Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95870 1-800-772-5351 5321 EASTSIDE ROAD REDDING, GA 96001 (916) 2"-0700 (OUT WARNING: DD NOT CUT - HANDLING, ERECTION AND BRACING SFE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. I.C.B.O. Research No. g127- CLIENT: LOCATION:' 0-6. o 1. D. NO.: DATE: r3mm FROM= wriato" P.O. Box 24453 Portland OR 97220 (503) 254.0204 NER-GA275 T Dov m 3 0 0 0 co VW N M..L O C ui 0 O O_ a V � O � � o N D W W �• � N Z � Q �J C� G � Of w _I o cn ¢ c (f) w O O N CLI N G h N ! Jo -b 17russ - i IMt40 IAE ROOFTRUSS t... moss lumber,, -MOOING, CX 1--- rn to Co M T O F.. R5003803 .- 32-s i�ct T1g9g I�ITeTclnaiis�tes7- -. . nc-�ed'Nov�'t1"1"6:�:3T-20if0�'age 1 s -s -a 11-0.o 5-2-12 6.00 FI -2- 18-2112 _ 24-0-14 32-2-12 5.2-12 i---. - --•- - - -f - -.. 3X4.= 7-10-2 8-1-14 13 14 -..-I Scale = 1:73.3 3x4 � 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 - 5x5 16-2-12 -0.14-0 14 8-4-10 24-�'-� 32-2-12 ---i 7-10.2 8-1-14 LOADING (cast)SPACING TCLL 118.0 2-0-0 =� ^- CSI. Plates Increase TCDL 7.0 Lumber I 1.15 TC 0.02 BCLL 0.0 Rep Stress BCDL 7.0 YES BC 0.02 WB 0.08 Code UBC/ANSI95 - -- -. (M) LUMBER - --- 1 St LC LL Min I/deft = 3eo ---- TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No. t&Btr-G OTHERS 2 X 4 DF Stud/Std-G DEFL (in) (loc) I/det Vert(LL) n/a Na Vert(TL) Na - Na Horz) 0.00 Na 1 St LC LL Min I/deft = 3eo BRACING TOP CHORD BOT CHORD PLATES GRIP M20 220/195 Weight 218 Ib C0 M 0 Sheathed or 6-0-0 on center Pullin spacing. Rigid ceiling dirge* applied or 6-0-0 on center bracing. nQ` l IUryJ (ID/Slze) 1=57/32-2-12, 25=52/32-2-12, 36--80/32-2-12.37=78/32-2-12,38=8=2-2-12.39=80/32-2-12 5=80/32-2-12, 37=78/32-2-12, 38=80/32-2-12, 39=80/32-2-12, 40=80/32-2-12, 41=80/32-2-12.42--80/32-2-12 , 43=80/32-2-12, 44=79/32-2-12, 45=83/32-2-12,46=:6&W-2-12,47=122132-2-12. 36=78132-2-12, 34=80/32-2-12, 33=80/32-212, 32=80/32-2-12 Max Horz 1=14 bad case 1), 25=14(load case 1 Max Grav 35=81 Qoad case 4). 37=78(ioad case i), 38=81(load case 3 , 39=80(load case 3), 40=80(load case 1), 41=80(load case 3). 42�OQoad case 3), 43=80(l case 1)j, 44=79poad case 3), 45=83(load case 1, 46=65(load case 3), 47=122(bad case 3), 36=7$(load case 1), 34800(load case ), 33=80(load case 1 , 32=80 load case 4 FORCES Qb) - First Load Case Only TOP CHORD 1, 2-3=-33, 3-4=28 4-5=30, 56=30 20-21 , 7-8=3o, 8-9=-3019-10=30 10.11=-30, 11-12---30, 12-13=28, 13-14=28, 14-15= 0, 15 16=�D, 16-17=-30,17-18=-30,18-19=-30,19.20=,36 , 20-21= 0, 21-22-- 30, 22-23=29, 2'3-24=311,24-25=37 BOT CHORD 1-47 , 46 47�, 45 46=0, 44.45=0, 43-44=0, 42-43=0, 41-42=0, 40-41=0, 39-40-0, 38 39�, 37-38�, 36-37=0, 36-36=.0, 34-35�, 33-34=0, 32.33=0, WEBS 12-37=58,11- 8=-62 10.39=-61 940=-61 841=-61.742=61 6-43--61, 17-33 1, 18-32---61, 19-31=-61, 20-30=81, 21-29---81,22-28 2, 23-27=56, 2q_2� jam' 3, 2-47=86, 14-38=58, 15-35 _62, 16-34= 81, NOTES 1)All 'This truss has been checked for unbalanced locaadtiendgcond'Itions. Indi 3) All plates are ates are 1A5plates0 unless oftrrvAseIndicated.' 4) Gable requires continuous bottom chord bearing, 5) Gable studs spaced at 1-4-0 on center. 6) 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. 7) A plate rating reduction of 20% has been applied for the green lumber mem 8) This truss has been designed with ANSVTPI 1-1995 criteria. bers. LOAD CASE(S) Standard ® WARNING - Verify cI lig" par•unrete rs and REAL) NOTES ON THIS AND REVERSE SIDE 13EFORF, USF. 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 guldanceIM regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, Dse- �� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing pecommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 �QROFE.SSIO�y� N4. •^,f;�t; ;lo EXE y -Xy 04 �O November 2,2000 L 'd-•OVZO•oN •SNI SIINISHNI ��IIW=• WrIIG:l.I ���7, 7. noN .gni i. iJ. LC.,V1 it•JYI••11'1. IYV. 4J� I"•.1 Job jTruss - ' Tr ype y R6328844 IA840 IA ROOF TRUSS 23 1 moss lumber,RbUINU, LAMA Milakindus!rles,inc. ue n age 5.9-4 11-0.0 18.2.12 24.0.14' 32-2.12 Scale 9 1:73.3 6-0-4 5.2.12 6-2-12 7-10.2 8-1-14 4x6 = 6.00 (i'£ 4 3X6 = 9 8 7 4x 3x4 5x8= 1.5x4 11 I 8.4.10 l 18.2-12 i 24-0.14 t 32-2-12 84-10 7.10-2 7-10-2 8.1-14 r LOADING s SPACING .2.0.0 CSI DEFL pn) (Ioc) Udell PLATES GRIP TCLL (�6. Plates Increase 1.15 TO 0.77 Ver! -0.1 1 >999 M20 220/195 TCOL 7.0 Lumber Increase 1.16 BC 0,52 VerIN -0,20 1-9 >999 3CLL 0.0 Rep Stress Inor NO WS 0,41 Horz(T L) 0.07 8 n/a 3COL 7.0 Code UBC/ANSI95 (Matrix) 1st LC LL Mln Udefl = 360 Weight: 143 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr-G TOP CHORD Sheathed or 3.8.6 on center pudin spacing. BOT CHORD 2 X 4 OF No.1313tr•G BOT CHORD Rigid calling directly apppnod or 10-0-0 on center bracing. INEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 5 8 REACTIONS Qh/slze) 1=1053/0.6-8, 6=1114/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1 -2 -1993,2 -3 --If- 19, 3-4-1337.4-10=.1214.10.11--1312, 6.11-1451,6-6-2064 BOT CHORD 1-9=1736, 8-9=1428, 7-81788, 6.741768 YdEBS 2-9=-241,3-9=333.3-8=-375,4-8=61)6,6-8-474.r)-7=134 100TES n This truss hes been checked for unbalanced loading conditions. 27 Except as shown below, speclal connectiona regdlred to support concentrated load(s). Design of connections) Is delegated to the building designer. 3) All plates are M20 plates unless otherwise i Icated. 4) This truss has been deatgnod for a 10.0 psf bottom chord live load nonconcurreni with any other Ihre loads per Table No. 16-B, UBC -94. A plate rating reduction of 20% has been applied for the green lumber members, This truss has been designed w0h ANSUTPI 1-1995 criteria. LOAD CASES) Standard t) Regular: Lumber Increaseu1.15, Plate Inorease=1.16 Uniform Loads It) Vert: 1-2=-46.0,2-3-46.0,3-4-46.0,4-10o-46.0. 10.11=-48.0, 6.11=-4e.0, 6.6=-48.0,1-8=-14.0; 8.9=-14.0, 7-8-14.0, 8.7=-14.0 Concentrated Loads (Ib) Vert: 10-125 11=-126 �`�poEPPA January 9,2001 se ype y y=5328845 2-0.0 . rMS74 Al ROOF TRUSS 54 1 1.16 IIIU.Ia Iu �IWOI, ,\LVY„-V, Vll -ww, 9.WLa VVI I ,V.i0 ,�M1c1111WYa111W,II W. ,uo ..an .... ,..•....•�.. . Ma-. 8.1.14 180.0 23.10.2 32-0.0 Seale ! 1:73.1 8-1.14 7-10-2 7.10.2 8.1.14 4x6 6.00 FIT 3 . 8 .7 6 1.5x4 l l 5x8 = 1.5x41 I l 8-1-14 I 16-0.0 I 23-10-2 l 32.0.0 8-1.14 7.10-2 7.10.2 8.1.14 LOADING tpsi) SPACING 2-0.0 . TCLL 16.0 Plates Increase 1.16 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code UBC/ANSI95 LUMBER WEBS 1 Rawat midpt 2-7, 4-7 TOP CHORD 2 X 4 OF •No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS Ob/size) 1a110810-3-8, 6=1045/0-3.8 a� d 4x5= FORCES ((►►b)) - First Load Case on TOP CHORD 1 -2= -2052.2 -9= -143.9 -10 -1291.3.10x -1199.3.4a-1386.4-6--1893 BOT CHORD 1-8-1756, 7-8=1755 6-701604 `6.6-1604 WEBS 2-8=138, 2-70.682, i-7-664, 4•lx-511, 4.6~744 ' NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Except as shown below, special oonnectlon(a) required to support concentrated lood(s). Design of conneotion(s) is delegated to the Building designer. 3 All plates are M20 plates unless otherwise inddicaied. 4 This truss has been designed for a 10.0 pof bottom chord live load nonoonourrent with any other live loads 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. LOAD CASE(S) Standard 1) Refuter. Lumber Inoreassa1.15, Plate Increase=1.15 Uniform Loads (PID Vert: 1- --48.0, 2-9=-48.0, 9.10=-48.0, 3-10--46.0, 3.4x-46:0, 4-5--46.0,1-8--14.0, 7-8--14.0, 6.70-14.0, 5.6a-14.0 Concentrated Loads Ob) Vert: 9=-12510=-125' An) (l o Vdefl PLATES GRIP TO 0.78 Vert(LL) -0.1 5 >999M20 999 0 220/195 BC 0.62 Vert(TTL) -0.21 5-6 >999 WS 0.41 Horz(TL) 0.07 6 Na (Matrix) 1 a LC LL Min Udefl - 360 Weight: 137 Ib BRACING TOP CHORD Sheathed or 3-6-14 on center purlln spacing. BOT CHORD RIggId oellinngg directly speplled or 10-0-0 on center bracing. WEBS 1 Rawat midpt 2-7, 4-7 FORCES ((►►b)) - First Load Case on TOP CHORD 1 -2= -2052.2 -9= -143.9 -10 -1291.3.10x -1199.3.4a-1386.4-6--1893 BOT CHORD 1-8-1756, 7-8=1755 6-701604 `6.6-1604 WEBS 2-8=138, 2-70.682, i-7-664, 4•lx-511, 4.6~744 ' NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Except as shown below, special oonnectlon(a) required to support concentrated lood(s). Design of conneotion(s) is delegated to the Building designer. 3 All plates are M20 plates unless otherwise inddicaied. 4 This truss has been designed for a 10.0 pof bottom chord live load nonoonourrent with any other live loads 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. LOAD CASE(S) Standard 1) Refuter. Lumber Inoreassa1.15, Plate Increase=1.15 Uniform Loads (PID Vert: 1- --48.0, 2-9=-48.0, 9.10=-48.0, 3-10--46.0, 3.4x-46:0, 4-5--46.0,1-8--14.0, 7-8--14.0, 6.70-14.0, 5.6a-14.0 Concentrated Loads Ob) Vert: 9=-12510=-125' J P,I 1. 1J. LYJYJl 11 • JOI•tl'1 I`M. 4JC r - ..n Job ruse N$B ype1ply SPACING 2.0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANSI96 CSI. TC 0.77 BC 0.62 WS 0.41 (Matrix) - f25328846 M840, A2 ROOF TRUSS 22 1 TOP CHORD 2 X 4 DF No.18Btr-G moss um er,I o ek Industries, Inc. I ue an8ge09 1259:0 . • i' i 8.1-14 1s o o �- 21.2.12 I 26.5-8 i 32-2-12 Scale ='1:73.3 8-1.14 7.10.2 5.2.12 5.2-12 6-94 ` 4x6 = 6.00 f i°£ 3 4x5 = 9 8 7 3x6 1.5x4 I I 5x8 = 3X4= 8.1.14 16 0 0 23.10.2 32-2.12 8-1.14 7-10.2 7.10.2 8.4-10 co I. LOADING (ast) TCLL 16.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING 2.0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC/ANSI96 CSI. TC 0.77 BC 0.62 WS 0.41 (Matrix) DEFL an (loo) Udall Vert L -0.i 6- >999 Vert�TL; -0.20 6.7 >999 Horz L) 0.07 6 n/a 1s1 LOLL Nn Udetl = 360 PLATES GRIP M20 220/195 Weight: 143 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 3.6-4 on center pudln spacing. BOT CHORD 2 X 4 DF No.13Btr-G BOT CHORDRigid calling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at m dpt 2-8 REACTIONS pb/slze) 1=1116/0-3-8,60061/0-6-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2-2068.2-10-1450, 10.114-1308, 3.11=-1218, 3-4=-1333, 4.8=-1815, 6.8=-1989 BOT CHORD 1-9=1769, 8 1769, 7-8.1425, 6.7-1733 WEBS 2-9=134, 2-8---682,3-8-700.4-8-376..4-7=333.6-7-241 NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Except as shown below, special connectlon(s) required to support concentrated load(s). Design of conneotlon(s) Is delegated to the building designer. 3 All plates are M20 plates unless otherwise Inddicated. 4This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other Ova bads per Table No. 16-B, UBC -94. 6 A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Inoreasem1.15, Plate Increesem1.15 Uniform Loads (plQ Vert: 1-1=-46.0, 2-10=-46.0,10-11=46.0, 3-11=48.0, 3-4=46.0.4-5=.46.0,54;=46.0,1-9-14.0,8.9=.14.0, 7-8=-14.0,8-7=-14.0 Concentrated Loads (Ib) Vert: 10-12511-125 ;1 January 91,12001• JOD' . Tniss'- -- - cuss Type ._ ._... _.. _._ ` Q� ._.. 1`7- M1340 IA3 ROOF TRUSS - I — - — — - — 1R5003802 moss hRh56r,RkDDING-C7i860b1 _ ._ .._..—.—, _. 4.0:37sci7 f999'KTeIiTn?FU es�nr-- M-Tov-'i-1b:49 83� �e 1- --- -- — — — M 'IT1 O 3 16-( 23-&12-- 23-e-12 Scale = 1:72.5 8-3-4 — ..— �— --- ---- 32-0-0 7-8.12 7-8-12 —' f -- — — i 8-3-4 4x4 6.00 rf2-3 r 6 1.5x4 11 3x8 == 1.5x4 I I LOADING f) SPACING — 2-0-0 TCLL 6.0 Plates Increase 1.15 TCDL , 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr yES BCDL 7.0 Code UBCIANS195 LUMBER --- TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G WEBS 2 X 4 DF Stud/Std-G REACTIONS (Ititsize) 1=951/0-5-8, 5=951/05-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=1548, 2-3=1049 3-4=.1049.4-5=1548 BOT CHORD 1-6=1377,7-8=1377,6-7=1377,"=1377 WEBS 2-8--111.2-7=-499.3.7=583.4-7=-499,4-6=1.11 3x5 }—. — 23.8-12— — 32-0.0 7-8-12 I-- — — --- --I CSI TC 0.48 DEFL Vert(LL)-0.13 (In) Doc) 7-8 I/deft > BC 0.53 WS 0,28 Vert(TL Horz(rL) -0,24 0.08 7-B 99g >999 5 Ne — _ — 1st LC LL Min Udell = 380 PLATES GRIP M20 220/195 Weight 136 Ib cM 0 BRACING -- TOP CHORD Sheathed or 4-03 on center purtin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at mldpt 2.7.4-7 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 fora 10.0 psi bottom chord live load noncontxlff NriU1 any other tive loads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been a ied for the green lumber members. 5) This truss has been designed with ANSVrPf 1-1995 criteria, LOAD CASE(S) Standard A WARNING - Uerrfi clr.cign. pu.nunr rrr�' and READNOTI S UN Tt11S AND REVERSE SIDE BF -FORE 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 responsWilly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard; DSB- �� 89 Bracing Specificalion, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison u'" 53719 —9 ' 0 N I S3181SHNI N311W. CON, YG e,fi Z s m NO. C049t)19 EXE? 9.30.04 OF November 2,2000 Nd19:Z1 OOOZ 'Z '^ON J04 ]Tffis� .._..._.- , - L Tnlss Type_._ _ _- -- -- -. ._...-- -- -• -- _ - IM(i40 A1E 7 _ (Ply..._. i..- _..- .- - - - --- =- -- - - - ...- ' , ROOF TRUSS �5 (1 R5003800 , �- - 1 . J . 0 2 s Ocf�981oITkTncFusWee . inc.-VVendv OT TS:49:Z9 zuuu pa 16-2-12 9e'l H-'-- -f- �.-. _ 21-5826-8-4 5-2-12 5.2-12 �2-1z - -I- - _ +- 32-5 8- _ i Scale = 1:73.5 5 2-12 5-9-4 3x4 6.00 rT2- 13 14 3x4 = 48 47 46 45'44 43 42 41 40 3 8339 736 '35 34 33 32 31 30 29 28 27 26 3x4 . 3x4 -- I- - - - 8-410 16-2-12 - 6-4-10 1---- 24-0-14 7-10.2 --- -.- 32-5-8 Pete-Of�sea�(XY�1301_es7g� -` ---- -_----71a2 -- ----I - - - 8-4-10 LO-- -=_-------.-------- ADING (psi) SPACING TCLL 16.0 2-0-0 CSI Plates Increase TCDL 7.0 Lumber Increase 1.15 1,15 TC O.o2 BCLL 0.0 Rep Stress Incr BCDL 7.0 yES BC 0.02 WB 0.06 CodeUBC/ANSI95 - -.- - --_ (Matrix) _ LUMBER - - -•- TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No. 1&Btr-G OTHERS 2 X 4 DF Stud/Std-G DEFL Vert(LL) (in) (loc) Na - Udell Na Vert(TL) Horz(rL) Na - 0.00 Na Na 1 st LC LL Min Well = 36o BRACING TOP CHORD BOTCHORD PLATES GRIP M20 220/195 Weight 219 lb M 0 Sheathed or 6.0.0 on center purlln spacing. Rigid ceiling directly applied or 6.0-0 on center bracing. rcr,H�,I Iulvs (Ib/size) 1=57/32-5-8, 25=57/325.81 37=7/32-5-8, 38=74132-5-8, 39=81132-", 40=80132-5-8, 41=80132-5-8, 42--80/32-5-8, 43=80132-55, 44=80132-5-8, 45=79/32.5 8, 46=83/32-5 8, 47=85/32-5 8, 48=122/32-5-8, 38=74/32-5-8, 35=81/32-5-8, 34=8p/325 8, 33=80/32-5 8 Max Horz 1=14 load case 1), 25-14(load case 1) Max Grav 37=10(load case 2), 38=74(load case i), 39=82Qoad case 3), 40=80(load Case 3), 41=80(load case 1), 42=80Qoad case 3), 43=80(load case 3), 44=80 oad case 1 , 45=79 d case 3 , 46=83(load case 1$, 47=64oad case 3), 46=122poad case 3), 36--7"oad case 1), 35=82(load Case 4), 34=80�1Oad lase 43, 33=80(ad case 1; FORCES ((IIb)) - First Load Case Only TOP CHOitb 16-17=- 9, 17-1 , 3-4=29, 45=-29, 5�=2g -7=29.7-8=29 8-9=29,9-10=29 10.11=29,-23=-29 11-12--30, 12-13= 28, 13-14=28, 14-1fi=30, 15 18=-29 BOT CHORD 148=0, qj g-0 46-47=0, 4 4a_p g24��0, 43-44=0 42� 0 4142=0, 40-41 0 24=32,24-25=-37 9-400, 339--0, 37-08=-0, 36.37=0, 35-36=0, 3435=D, 33 3q� 32-33=0, 31-32=0, 30-31=0, 29-30=0, 28.29=0, 27-28�, 26.27=0, 25-26=0 WEBS 12-36=-58, 11-39=-62 10-40=-61, 8-41=-81, 6-42-61, 1'6-44=-61'5-45=-61, 446=-63.347=53, 248=88, t4-36=58. 15.35=-62, 16.34= 6 1753=-61,18-32---61:19-31=-61,2D-30=-61,21-29=-61,22-2 8=63, 23-27=53, 2426=86 NOTES 1) This truss has been checked for unbalanced load' conditions. 2) All plates are M20 plates unless otherwise Indicated. 3) All plates are 1.5x4 M20 unless otherwise indicated 4) Gable requires continuous bottom chord bearing. 5 Gable studs spaced at 1-4-0 on center. 6) This truss has been designed fora 10.0 psi bottom chord fhre load nonconcurrent with any other live bads per Table No. 16-B. UBC 94. 7) A plate rating shas reduction of 20°� has been applfed for the green lumber members. 8) This buss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard CPak tbAF'NING - Verily design purarrfefers and REA1) Nll1•F_.S ON THIS ANI) REVERSE SIDE BF,FORF USE �ui gn valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual ing 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 OST -88 Quality Standard, DSB-� tta 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, u.as..._ . 3719 'ONI S31a1SAONl N311N. �Qgo�ssro�C , NO.0049919 EXP9-30.04 �QF November 2,2000 Nd6t:Z1 OOOZ 'Z 'AON OCT.26.1996 1:22PM MITEK INDUSTRIES NO.40E P.1 STANDARD. GABLE END DETAIL, WIND SPEED 78 MPH. MEAN WALL HEIGHT 15 FT. r NOTES: Top CHORD MAr BE NOTCHED FOR bu 01.11 FR6 TRUSSES AT 24' O.C. P15TAL DIAGONAL OR L -BRACING LED FLAW&SE 0 =` 04 -MW. ON GABLE END VEA71G1LS Q 16' O.O. MAID WTTM No VERTICAL RE0101RED UN REFER TO TABLE BELO'wNoTcKBTW1 jroQ Qe��MV$ BE°FM�m� ' PLTu000 SHEATHING 1 X 4 =U7. N ONE FAGS OA CANnNUOV5 V4 R OR GTR SCAB MU5T 8E ATTACHED TO ONE FACE of THE TOP CHORD IF GABLE STU05 W � ?i(3 TTP. �QGEED 1� O.0 AND A .iTUD GOES NOT FAIL UNDER EACN D TLOOKERS NOTCK CONNECT SCAB WITH 14;OW OF 10D COrAMON HARE NAILS SPACED A7 12 O.C. MAX THE MAX Du1iO0If$R LEND Z 3 MAX' W. 12 oul E1i1Z=o' (oV T��'ti` -2c4 VRRISS TO COMI:CS TROSS av AGT'D+ 4 LATERAL A A Ij1ll.Ott/- . ,N EEmIRSEL S END WALL I —7 1 o. H. FURRING STRIP OR LATH CONT. BEARING., �l ppLY-A K 3x8 SPL. OPT, 4.0 SPAN TO MATCH COWOR TRUSS. TYPICAL 2X4• L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD SECTION A -A. MINIMUM GRA06 OF LUM8ER LOADING `(PSE) STP. INCR. 1 25 i JB T.C. 2X4 NO.1 91 OF -L PI -95 Crit' TOP 28 11 CHECK 8Y 1 i B.C. 2X4 No.1 91 DF -L leC-91 BOTTOM 6 18 CHECKED 8Y 1 JAI Webs 2X4 STUDI.5T�F� SPACINGI 24 Inch 0 C. REP. STRESS. YES �s-T�L1S�+ L..�6e.t IZgS11&r CJ TO t'5C ,?_F T.� LeiC1.i 9 'T� D bQit.>~ -QLD �, ,�� �. o l2 �i1>r2 ���s'CL '+��`�S-T1 ►aG ����I�C�Ct� ,.��� ?�Grsstacl " �nl�!-'(Tr[�SS IS Atm GYL.17 t►J dCL-c�Dc.V=-�- U_, .,--4 L16G 'Tbs� 7 J ocs Q s j 110. CH -L vi g EXP G -SL • •10 OF CAl w , MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF V5RTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 • 11-3-12 1@1-14 16 INCH O.C. • 5-1-e 121-12 9-5-8 24 INCH O.G 1-5'1 18-I-7 s-6-3 NOTE:3.FURHISH COPY OF THIS DRAWING TO CONTRACTOR 1.YERT. HAD BESw c8ECxG0 FOR rEAN WALL HEIGHT Cr- 15 FT, 88 KPH WIND LOAD, XND V242 DEFL. CRIT. AOR BRACING INSTALLATIO9 q 6R1�CING SHOWN IS FOnCT IDSL TRUSS ONLY, 2.COMIECTIOH BETWEEN BOTTOM CHORD OF CABLE END BE PROYIOED BrPROJECT ENGINEER CONSULT 6LOG. ARCHITENGINEER AQ PERMANACING FORTRUSS OF ROOF SYS AND WALL TO TEWORARY OR ARCHITECT. MINIMUM GRA06 OF LUM8ER LOADING `(PSE) STP. INCR. 1 25 i JB T.C. 2X4 NO.1 91 OF -L PI -95 Crit' TOP 28 11 CHECK 8Y 1 i B.C. 2X4 No.1 91 DF -L leC-91 BOTTOM 6 18 CHECKED 8Y 1 JAI Webs 2X4 STUDI.5T�F� SPACINGI 24 Inch 0 C. REP. STRESS. YES �s-T�L1S�+ L..�6e.t IZgS11&r CJ TO t'5C ,?_F T.� LeiC1.i 9 'T� D bQit.>~ -QLD �, ,�� �. o l2 �i1>r2 ���s'CL '+��`�S-T1 ►aG ����I�C�Ct� ,.��� ?�Grsstacl " �nl�!-'(Tr[�SS IS Atm GYL.17 t►J dCL-c�Dc.V=-�- U_, .,--4 L16G 'Tbs� 7 J ocs Q s j 110. CH -L vi g EXP G -SL • •10 OF CAl w , Symbols PLATE LOCATION AND ORIENTATION tT/. *Center plote on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plo1e5 to both sides of. truss and securely seat.; *For 4 x 2 orientation, locate plates 1/a"from outside edge of truss and vertical web. * This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C? JS o V1{EBS ¢ u w, 3 ' O Q. a O BOTTOM GHUHUJ JJ7 J6 1 J8 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel SOCA 86-93, 85-75.91-28 to slots. HUD/FHA TCB 17.08 LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Fon Mol 6.019 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N TM MI'f ek Industries, Inc. O TM — HYDRO-A/R(2) GANG -NAIL O CLIP QGenerai Safety Notes Failure to Follow Could Cause Property - Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wone at joint locations'. 4. Unless otherwise noted, locate chord splices at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is o non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber sholl be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trussescir•e-the•ra*PonslbilityOf others unless shovyF1'i^ 13. Do not overloga roof or"floor trussps wit stacks of coni{ ucYjon mate'rtgts. ; 14. Do not cut o aifer:truss mern.ber or, -Plate without priorf4QploVal of a;professional engineer. ; : • 1.: " f 15. Care should &p e.xertised (6 handling;.,';' erection and iri ta:llptipn of -trusses: © 1993 Mitek HoI8)r.. tjnc.•;c. This safety alert symbol is used to attract your attentionl PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identi-ies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES dis the responsibiW of the installer (builder, building corrtractorlicensed contractor, erector or erection contractor) to properly receive, unloay. store, handle, install and Brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior b the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CANGER: A DANGER designates a condition wh are failure to =ollow instructior s or heed wam- ing will most likely result in serious persoial injury or death or damage to strictures. JAWARNING: A WARNING descr: oes a condition wh2rr failure to follow instructions could result in severe personal injury or damac a to structures. '494 TRUSS PLATE INSTITUTE 583 D'Omafria Dr., Suite 200 Madison, Wii<consin 53719 (608) 833-5900 truss industry, but -rust, due to the nature of responsibilities involved, be presented as a gu.d _ forthe use of qualified building designer or installer. Thus, the Truss Plate Instarte, Inc. expressly disclaims any responsibility fcr damages arising from the use, application, or reliance on the teoommendatio*13 and information ccn ained herein by bui[ding (fesigners, installe ., and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. Tht document or any part thereof must not be. reproduced in any form without w. -ten permission -of the publisher. Pri-ited in the United States of America. .RQ.S ''STORAGE CAUTION: All temporary bracingshould beno less than 2x4 grade marked lumber. All conneclons shcuid be made with minimum of 2-16d nails. All trusses assumed 2' Dn-center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses shou Id not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. traced to prevent toppling or tipping. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. AVANGER: Do notstore bundles upright unless Froperlybraced. Donot break bands until bindles are placed in a sta3le horizontal position. VANIGER: Walkinc on trusses which are lying flat A is extremely dangerous and should be strictly c hibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 Over 24' - 42' 1 3/12 7' 1 10 1 6 Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle ^ togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed i to the underside of the top chord when purlins ?q• are attached to the topside of the top chord: �� �eg8 MONO TRUSS ;' PLUMB 1 i Truss Depth D(in) i –_4e 12 \3 or 9- greater All lateral braces lapped at least 29 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater I 3 Attachment 1. Required , AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. I it I I Lesser of I� D/50 or 2" —J ,/4 Maximum Plumb Misplacement Line 36" 1 3/4" 1 3' 48" 1 1 " 1 4' 60" 1 1-1/4" 1 5' 96" 108" 1 2" 1 9' 'ION TOLERANCES BOW i T ±1/s L(in) L(tn) U200 L(ft) 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" L(In) Lesser of U200 or 2" L(in)U200 L(ft) 200" 1" 16.7' 250" 1-1 /4" 1200 300" 1-1/2" 25A' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction A 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 1 �v0� L_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL . ........... .......... ................. ..................................... ............ CHORD TRUSS TOP CHORD .................. ............................. TOF'CHORD UTAGONALBRACE. MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed .... . ... . SP/DF SPFIHF.` U to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1, See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 1 �v0� L_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL Continuous CHORD TRUSS Top Chord Lateral Bract Required Top chorde that are laterally braced can buckle togetherand cause collapse Mere is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. X50 End diagonals are- sntial for stability and must be dup Ic on both ends of the truss system Attachmer Required io 20'11Dgs) Tr spry 2 o.c, AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- nabracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 5 30" or greater ® `eso Ot Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required —+ 3'/2" Trusses must have luny ber oriented in the hori` zontal direction to use this brace spacing. Tag Line WARNING: Do not attach cables, chains, or a WARNING: Do not lift single trusses with spans hooks to the web members. A greater than 30' by the peak. / 60° or less /A1i r pproximately Approximately \ Tag / '/2 truss length 1/21'Uss length \ Line Truss spars less than 3V. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the Toe In f--Tce In weight of the truss. Each truss should be in proper position per the building designer's framing plan and held with EDset Approximately 1/2 to Y3 truss lengti Less than c equal to 6o' SpreaderBar the lifting device until the ends of the Aaproximately i truss are securely fastened and tempo-lk__� z/3 to 3/4 truss length rary bracing Is installed. r Greater than 60' Tag Line Tag Line Toe InToe In At or above I , mid -height Approximately '/Z to i%truss lengtl- Less than or equal to 60' Strongback,' %10' t SpreaderBar Y Y3to Y t•uss length Tag Tag Line Line / Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similau configurations. Consult a registered professional engineer if a different bracing arrangemerd is desired. The engineer may design bracing in accordance with 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 tie member with muhipia stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 �fruss of braced oup of trusses (EB) ""' ZINM , I', ��� 9MM, Top chorda that a me latera ly braced can buckle togetherand causecaapae Ifthere is nodiago• nal bracing. Dial; onaloracingshould benailed to the underaideef the too chord when purlins are attached to tie tcpsiice of the top chord. Up to 28' 1 2.5 7'1 17 1 12 Over 28'- 42" 1 3.0 6' 1 9 1 6 Over 42' - 6C` 1 3.0 1 5' 1 S 1 3 Over 60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace �\ All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required — 0 i TOP,CHORf) DIAGONAL.I3RACE MINIMUM LATERAL BRACE SPACING {DBS SPAN PITCH SPACING(LB #trusses MIN UP to 32 4/12 1 8' 20 15 1 Over 32'- 48' 4/12 6' 10 7 1 Over 48' - 60' 1 4/12 5' 6 4 '; Over 60' 1 See a registered professional engineer Frame 3 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 ' ao0/oy rt, ey �Q Topchords that are laterally braced can buckle yy QQ� togetherandeausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater L Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. !!!1U 111111 ji�iil t♦ "' BOTTOM CHOr7D..' CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING(DB� SPAN PITCH SPACING(E B [# trusses] Up to 32' 1 4/12 15' 20 is Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer / DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 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 110 Gss �O. Permanent es continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Inter/als. �� L1 =45' L,y . Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes Map Date of Recording: „�cQnrv�;ll�f \q,pl Lot: Block: Book: 6 Page: Itib x'1.0 �� Pe i : Conditions That Must be Met Prior to Issuance f ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: s 2.9 �� SI♦ I � i ,\ i.► �� ,' ►. WWI MIA Zone District: General Plan: Use Permit: C'— - Date of Zoning Ordinance: l _ Development Agreement: Variance: Parcel Is In: Land Conservation Agreement CK No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use SOD'? C.,D'��3' (' Floodplain No ❑yes Zone: Panel Number: ] No ❑ Yes Watershed Protection Zone Proposed Use Complies With: I ❑ APPROVED r is CONDITIONALLY APPROVED Zoning RESOLVE PROBLEMS PRIOR TO APPROVAL Proposed Use Reauires: ❑ Use Permit PERMIT CLEARANCE Minor Use Permit Permit #: �Q Q- ` Oil Side ' Date: Genera/Informabdon Side street a AP#:109 "a Owners Name: Parcel Acreage: Owners Address: Heiaht Building Site Address: Property lnfi vrrnation Permit Type_ ❑ Agriculture Building Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: General Plan: Use Permit: C'— - Date of Zoning Ordinance: l _ Development Agreement: Variance: Parcel Is In: Land Conservation Agreement CK No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use SOD'? C.,D'��3' (' Floodplain No ❑yes Zone: Panel Number: ] No ❑ Yes Watershed Protection Zone Proposed Use Complies With: �Q General Plan 0 Zoning Subdivision Ma Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: Parking Requirements are OK as Shown ❑ Other Landscaping: ndscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front i (63- Side ' Side street Rear t Heiaht