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HomeMy WebLinkAbout056-360-03660- PE 056-3:�: RMIT#95-2387 KOENIG, Vernon yj,j.), Contentment Ln. , Forest Ranch Cont; David Culp /I/ 0 -ZL - 6/ ev L New Single Family 056-360-036 99-0697 0156-360-036 99-1146 KOENIG, Vernon KOENIG, Vernon 4922 Contentment Lane, Forest Rh rc 4922 Contentment Lane, Fcfest Ranch Contr: Don Azavedo. - i.'q Contr:Fox Electric rz-,'Alf qj-.7rjy 36ed 2 bath, 2 car garage rf),(,711fil I Fire Sprinkler's BP# 99-0697 056-36-0-36 99-08$8 E KOENIG, Ve0rnon g/71 9 7 49'22 Contentment Ln, Forest Ranch (lot dev/relocate holding tank) Contr: T11iminnt-Ann P.1p.r.t-rir 056-360-036 99-0888 KOENIG, Vernon Contentment Lane, Forest Ranch ontr: Illumentaion elcet & Pump Lot dev - Nvell - relocate holding tank t,�jw •� _ i ^ r TM• • t i f , i j r' 4 _ 4 �i 4 0 (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILI" INIG DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 056-360-036 5L3600fit ZONING BUILDING PERMIT OWNER KOENIG. VERNON l:d� � 909) P ONE T9: X509 SQ. Fr. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 11135 HILLCREST IDM LINDA, CA 92354 CONTRACTOR'S NAME ILLUMINATION ELECTRIC & PtT�iP UMON 122 I CONTRACTOR'S MAILING ADORr4590 CENTERVIUE ROAD, MAGALIA 95954 j CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 242 CONTENTMENT LANE FOREST RANCH Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ©K Other LOT DEVELOPi,IGNT SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: ELECTRIC FOR WELL & IAT DEVELOPMENT & RELOCATE HOLDING TANK. Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter i . 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 C/o Lic. No. 'L��("� �49 t OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. so OR ADDNS. ( 8 C.BLDS. 3.50x. NEW CONS MULTI.OUTLET NON-RESID. I T @7.50 POWER APPARATUS 3SINGLEOUTLEUCIS. Ex. OCCU . OUTLET OR FIXTURES BAL I.0 UTLETS5.00 EX. Occup. OPRESIPLNo.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 M INSPECT10N PERMIT FEE $ 66.00 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 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.) C' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X_Date (/ ' 9 Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction~�� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 101.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISS 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. i BY ti 1�" "' r� Date PERMITEXPIRESON r , A/ (A D�fe Receipt No. 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 95965 - Telephone (916) 538-7541 NO. (Rev. 12/96) APPLICATION AND PERMIT TD D ASSESSOR PARCEL NUMBER 056-360-036 . ?°"I"° r• BUILDING PERMIT OWNER KOENIG, VERNON 11909) TELEPHONE 824-2509 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 11135 HILLCREST LOMA LINDA, CA 92354 CONTRACTOR'S NAME ILLUMINATION ELECTRIC & PUMP TELEPHONE 73 0122 CONTRACTOR'S MAILING ADDRY 590 CENTERVILLE ROAD, 1 AGALIA 95954 l 4 CONSTRUCTION LENDER . t LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS a` CONTENTMENT LANE, RANCH Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other LOT DEVELOPMENT SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 f 5.0 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC FOR WELL & LOT DEVELOPMENT & RELOCATE HOLDING TANK. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W 1 920.00 PERMIT FEE $ 1 35.00 ELECTRICAL PERMITLES9 Fling Fee 20.00 Main Service noon00oY OR oR LEss 23.001 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.POWER License Class C / U Lic. No. y/�� j% �� OWNER -BUILDER DECLARATION 1 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. DWELLING OCCUR ( ADDNS.EW SO FT. NOR CONST. MULTcoBUDS. NON•RESID. ANCCIRCu @7.50 APPARATUS b SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BAL @'.50 Ex. Occup. ourEiFrs OaIo1EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PRE INSPECTION 1 23.00 23.00 PERMIT FEE $ 66.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �/I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort th co ly with t se provisions. Date�0 Signature of pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 101.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ) L /Z By rD to K 7 PERMIT EXPIRES ON D le Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P IT NO. (Rev. 12/96) APPLICATION AND PERMIT -- qq—d g� ASSESSOR PARCEL NUMM ^ ZONING BUILDING PERMIT O1N"cit I nLEP"O:°SO. FT. OCC. BUILDING VALUATION OWNER'S/ 3" CA f.14 CONTRACTOR'S •3 NE • 8 Aal, CONTRACTORS ADDRE>� CONSTRUCTION LENDER LENDER'S MAILM ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO' Filing Fee $ 20.00 Permit Fee S ARCHITECT OR ENGINEERS MA ANG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ S PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUC RE SF O Duplex O Mobllehome A Other ' aPEcsv Each Trap 7.00 Solar or heat*pump water heater 23.00 Water piping 15.00 Each ss water heater or vent 15.00 TYPE OF WORK New O Addition ❑ Rem el ❑ Utilities O Installation O Other Describe Work: 1AI Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W (9?20.00 PERMIT FEE ! 35- Qb ELECTRICAL PERMIT Filing Fee 20.00 Main Service ; ca LES 23.00 2 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. '& 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: O 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. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 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: O 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. O 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 it the permit Is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 50• deep and demolition or construction of structures over 3 stories In height '11By Main Service 200A TO 1000A 46.00 NEW CONST. DWELLPK� OCCVP, sD OR ADDNs. a ACC. OO 3.5dFT: NO"�"PLR641o.' MULTI-oLmEr @7.50 POWER APPARATUS SINGLE OUTLET CIFJ_ Ex. Occup. OUTLET OR POITURES B* ®'.s�o Ex. Occup. AMO PPLNS D. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I� 1w PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC coNsr. TYPE TOTAL FEE $ co !, o. PEES IMP ROOD col PARCELPO HO ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date a�� ReceiptNo.( Z' 7% WHITE •0.0.S.•13.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET OWNER:_. h6 I .. — * 1 ASSESSOR PARCEL ER: t5 5(„ 3(,6 — 0 3 (o Proposed Building Use:uilding Inspector: Date: Al - _?6 :f7 At time of permit application, I was advised the following data must be submitted prior to permit processing "d/or issuance: Date Received By 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. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------- -------------t---__--___ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. -------- 7-------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- 1113. --------------------------------------------------------❑13. Flood elevation certificate. ------------------------------------------- -------------------------------------------- 0 14. Sanitation and plot plan approval Health Department. ------------------- ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 1:12 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ 24. Letter of signature authorization.------------------------------------------ E125. ----------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. --------------------------------. ❑27. Manufactured Home utility clearance. ------------------------- 028. Existing violations and/or expired permits. -------------------. ❑ ❑433 A, ❑Grant �jeed, ❑ lei Title, 13 Check to H.C.D 30. Other: P� 1"/ls — �- hph When you issue the permit, process as follows ❑ Mail to owner, E ❑ Telephone and hold for pickup at _ to contractor. ❑ Deliver with inspector. c (Date) Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Po lution Date: By: r Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: uontractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: .`Date:. Plans approved by: Date: Sets of plans on hold in ❑Plan Cabiriet;.:o A.P. folder. Note transfer by: Date: OWNER: Yi,� ArJoi ........::. ........:..:.::.:.: . ..� ::;.; ....::,:;<.::...::..............�o:::.,c::;;t•xt:Y•f22r:C;{:.;:.a,7iu.••::::?.�+c.r..f:?•o::KaLS.\:i�?.22.;�i:::,:;4:i:Fs;i:::i:':f:.'•i5,/•iu::�.:� LOCATION: CONTRACTOR: PRE -INSPECTION FOR: _r'� lN'-�C I . n . % A— IL PERMIT HISTORY: [*ONE [ ]AS FOLLOWS: TYPE OF OCCUPANCY: ag Description: [ ] Commercial/Usage: DATE: T - 3 6 'g A.P.#: 0510 -'3600 -63(0 ZONING: 4 DATE TO INSPECTOR: BUMDING INSPECTOR'S REPORT Dq Residential/# of Units: [ ] Currently Occupied. [ ] Abandoned/Vacant. c: M Yes [ ] No Electric is currently : [ ] On [ ] Off Condition of electrical? Mobile Home: Yes[ ] No[ ] Natural [ ] Propane[ ] None[ ] Currently On[ ] Off[ ] Obvious problems: tion: Plumbing working Yes[ ] No[ ] Well: Yes[ ] No[ ] Obvious Sewage Problems: Potable water: 'Yes[ ] No[ ] lection Recommended: Vilssue [ ]Hold for: nspector• dsjlmR.-�Q 8,11IU4 Date:�j May 095 4.7 Aev. 12/9a) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATIONAND PERMIT PERMIT N A!!!!.OAPAACIL"'" 1 Zone BUILDING PERMIT owNER I TELeP►gNs SO. FT. OCC. BUILDING VALUATION , TELO►gNE CONTRACTOR'! OJ 3• CON►RACTORS AD coNsTRvcr*N LEwo LE,bERy MAILsa ADORea Fireplace Total Valuation = ARCHITECT OR e"OD+EER uc9me No. Filing Fee fi 20.00 Permit Fee = ARCNITECr OR 97MMS ►aanm ADORES Plan Checking Fee $ ausDING ADOREas Energy Plan Checking Fee S $ PERMIT FEE _ LOT NO. susumm" N" a PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUC RE SF O Duplex O Mobishome A Other � SPWry Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 r TYPE OF WORK New O Addition O Re el O Utilities O inslalntion O Other Describe Work: Gas piping systewh 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE t PERMIT Filing Fee 20.00 n Service i o OORR t 23.00 Z LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapterom• 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,RESIO. and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: O 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 reasor,,, WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self-insuro 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. O 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 (8100) or leas.) O 1 certiy that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor ❑ Agent An OSHA permit Is required for excavations over SO' deep and demolition or construction of structures over 3 stoles In height LELECTRICAL ^ Service 2wA To loom 46.00 CONST. DWSLIpO P.I a ACC. eLoe. 3.5QPT. RANCHCIRCUITS Ovn.ET @7,50 PowoR APPAMTVa a srroLe ounEr as Ex. Occup. ovnrrCA FonuRes SAL 0'.50 Ex. Occup.OM, EZ ij "A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 �� PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI! f Mobile Home Installation Fee $ Energy Inspection Fee $ occ cover. Trot TOTAL FEE $ , CO HAZ D FEES IMP I FLOOD I COP PARCEL ro I NO -1137 This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date foals) ReceiptNo. - l0 WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANT I NOTES RESIDENTIAL �►: `' F 056-360-036 I ' PERMIT -N6. _ KOENIG, Vernon " * 4922 Contentment Lane, Forest Ranch `• Contr: Fox Electric Fire Sprinkler's BP# 99-0697 —C x 6, . r ,y ' 1�.�'�M^•,�. I�.y. •-`!a • .. - may, � ♦ 4 r ` ,r V✓! A SPECIAL CONDITIONS r` .r CHECKED BY — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' ! SPECIAL INSPECTION ITEMS VERIFY x !t t USE PERMIT CONDITIONS' SUB=STANDARD HOUSING LETTER OFFICE -COPY 'Address: GAS ;.... Y GAS_ is 1 I 1 Meter By, Date ELECTRIC Meter By, . D. tel s t a. JOB F,INAL'ED (Date) r \ Si Ratur� e�`' a, 9 IA 1 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. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect ' 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s r 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 fxI MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s j 1. Zoning Requirements -Setbacks -Easements 'r 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 r i 1 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 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- Enclosure s- Pan elboards-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 r i 1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rttr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wail Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors Ground Main Disconnect Clearance Looked under Floor Cl Yes 32. -& Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive 0 Yes 7 No/Walks O Yes 0 No/Planters 0 Yes 7 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wail Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixi. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Cl Yes 82. Following Instld./Drive 0 Yes 7 No/Walks O Yes 0 No/Planters 0 Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle=Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: } t. £J CERTIFICATION OF INSULATION h ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ("t� ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026,, LOT # , ° ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 .r �� ' ���� � ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 t ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS i FORM FORM FORM BATTS BATTS & BLOW- BATTS • MANUFACTURER'S PRODUCT I.O. 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 SOUAREFOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORMR 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 -INSULATION CONTRACTOR TITLE DATE MANAGER l SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: A SIC -303 BUILDER COPY F COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI ON 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 41 PERMIT N (Rev. 12/96)' APPLICATION AND PERMIT %t ASSESSOR PARCEL NUMBER 056-360-036 ZONING TMl ILDING PERMIT OWNER KOENIG, VERNON 909 TE824N2509 SO. FT. OCC. BUILDING VALUATION 1670 2672.00 OWNERS MAILING ADDRESS 11355 HILLCREST, LOMA LINA, CA 92354 CONTRACTOR'S NAME FOX ELECTRIC TELEPHON 3le D CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $119-10 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 1 Q-10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF X3 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS FOR BP# 99-0697 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WT—' 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR LE Main Service 200.0. LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class �-. /� Lic. No. �O�i3%S 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 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. XI 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 c5T/V7,,%z_ Policy Number 272 UN17'2.3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worker ' compensation provisions of section 3700 of the Labor Code, I shall forthwlt comply with se provisions. X Date 9 Signature of App' n ner Contractor ❑ Agepft An OSHA permit is requir f excavations over 60" deep and demolition or construction of structures over 3 stories i height. Main Service TO 46.00 CCU000A WEIL200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. S° 3.50 so `3.5¢FT. NONRE IDT' MULTI -OUTLET @7,50 BRANCH CIRCUITS I POWER APP.RATUS b SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FIXTURES @''0° BAL @ .50 Ex. Occup. o XurLEET°sA R6 D.°ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ FEES IMP I FLOOD CDF PARCEL HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have / By �W 'y ' PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. p Da j�? §7 �/ Det Receipt No. a a" WHITE-D.D.S.-B.D. ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 PER NC (Rev.12N6) APPLICATION AND PERMIT �9- M, A"p'D"r""`IM.Huham BUILDING PERMIT owNe++ Tttorara SO. FT. OCC. BUILDING VALUATION OWMM-S U*Ap4 ADorwe 2 2 . COWMC70+re IMI! — C� Dt I TO.�rgNe 33^2730 coNnulCTOAV &"WHo or+e» cow"WcTcH u mot L&COM MMM ADOMS Fre lace Total Valuation = ,wcNrMCT OR EMMNeor ucame No. Firma Fee i 20.00 AACWMCT Olt DOMEeAs MAJUM ADDAMS Permit Fee Plan Checking Fee i euapa Aooaeae Energy Plan Checking Fee t PERMIT FEE _ (� WHO. eueDN1111I0"OPA : rArrcet IIA► PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex O Mobilehome O Other 'PWWf Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 New O Addition O Describe Work: TYPE OF WORK Remodel O Utilities O Instalation O O jr-7,,rG / Gas piping systern 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W +2�00-- PERMIT FEE f PERMIT Filing Fee 20.00 w own 23.00 Receipt No. WMITC.n n e EELECTRICAL 2004 To +� 4800 owEusa coeur9.St2a AOC. e .Nowa®ro. "'urw @7.50 rows+ AMAPAr e as owner oil wnxis ezo * +.00 Ex. OccSAL.w Ex. Occup. Dimers GID,I a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 8.50 ventilation PERMIT FEt ! Mobile Home Installation Fee i Energy Inspection Fee S 0cc --T' T'rPe TOTAL FEE $ Q KV- 1 O. F112 I Orr I F=O COf pwlCa PO r0 ssuc This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do Work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON — � _ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET OWNER: F Ct ASSESSOR PARCEL NUMBER: C� 3 Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to peridhprocessing and/or issuance: Date Received By 01. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. 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! ------------------ 0 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 08. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.----------------- eesof $/ s? -------------------------------------------------------------- 011. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- 014. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: Q IC . (B) Parking: -------------------------- El 18. -------------------------018. Contact Land Development about ❑ Improvements, ❑ Drainage, 0 Legal Parcel. ----------------------- C3 19. ----------------------019. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner 0, Mailed to owner 0). -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1326. Letter of intent on building use. ----------------------------------------------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, 0 Check to H.C.D $ .--------------- E130. --------------❑30. Other: Wh u issue the permit, process as follows ❑ Mail to owner, ❑Maillt�to""contractor. Telephon �`3 ' %.3O and hold for pickup at �W office. 0 'ver with inspector. vA�, Cv- _ Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollutio By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 0 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D vision counter, by Date: Plans reviewed by: Date: Plans approved by: S Date: Sets of plans on hold in 0 Plan Cabinet, 13 A.P. folder. Note transfer by: Date: FOX Company 3995 Olive Sighway, Oro 1e CA 95966 g16 533 2730 / 916-533-18?5 FAQ Lic. #305365 C-109 0-164 C 20, C-369 C-43 Residential Fire Sprinkler System Component List 1. Sprinkler Head 2. Spring Loaded Check Valve 3. Gate Valve 4. 3 -Way Globe Valve 5. 3001b Gauge 6. -2 Pole Flow Switch 7. Alarm Bell 8. Drain Ball Valve 9. Spare Head Cabinet 923 y� i .•r'�+ C.16cIcs O * 305365"" ���CTION ,;. Model LF Low Flow Residential Pendent and Recessed Pendent Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model LF Residential Pendent and Recessed Pendent Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Model LF is Listed for both 1550 and 1750. The 1750 Listing can accommodate ambient temperatures up to 150°F. This is an advantage in areas where high ambient temperature is expected. The Model LF is Listed for up to 8" below the ceiling which can provide a significant advantage when encountering ceiling obstructions. Please note the flow changes slightly for installations over 4" up to 8" below the ceiling and for the 1750 temperature. The Centre' Model LF Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled quick response frangible capsule that is only 2.0 cm in length. The Model LF Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. Technical Data Model: LF Style: Pendent and Recessed Pendent Escutcheon: Model GB Res./QR Wrench: GB -20 (Part #1125) Orifice Size: %" (9.53 mm) K -Factor: 3.0 Thread Size: Yz" N.P.T. (12.7 mm) Temp. Ratings: 1550F/680C 1750F179°C Approvals: U.L., cUL Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white and off-white painted Escutcheon: brass plated, chrome plated, white and off- white painted Length: 2'/8" (5.39 cm) Width: 13/,8" (3.02 cm) Weight: 2Yz" (70 grams) No. 4-4.0 Figure 1 moael Lr- venaeni ponom view! Face of Reducing Coupling t 11/16' (42.9 mm) Ref. 1 3/16' (30.2 mm) l� Diameter 1 � t Note: Central's Model 65 or 401 escutcheons may be used. When, using Central's Model 65 ceiling escutcheon. the face of the reducing coupling should be Va" ±'ha" below ceiling line. LF 3/s" Residential Extended Pendent Sprinkler Design Requirements 155°F and 175°F Coverage Area Minimum Design Flow Two or More One Sprinkler Sprinklers 12'x 12' 11 GPM (13.4 psi) . 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi) 9 GPM (9.0 psi) 16'x 16' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 18'x 18' 14 GPM (21.8 psi) 12 GPM (16.0 psi) 20'x 20' 16 GPM (28.4 psi) 15 GPM (25.0 psi) Deflector distance extended 4" to B" below ceiling. 399 Escutcheon Finish Part# i Brass 1287 Chrome 1286 White 1288 Off -White 1290 Figure 2 Model LF Recessed Pendent Figure 3 Model LF Extended Pendent 2 LF'/e" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 155°F Minimum Design Flow Area Coverage! Two or More 12'x 12' Area One Sprinkler Sprinklers 14'x 14' 12' x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 12 GPM (16.0 psi) ! 8.5 GPM (8.0 psi) 14'x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 20'x 20' 16' x 16' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 18'x 18' ; 14 GPM(21.8 psi) 10.5 GPM(12.3 psi) 20' x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) Deflector distance from recessed up to 4" below ceiling. LF'/e" Residential Pendent and Recessed Pendent nKier uesign Requirements 175" F Minimum Desian Flow Coverages I Two or More Area One Sprinkler I Sprinklers 12'x 12' 10 GPM (11.1 psi);: 8 GPM (7.1 psi) 14'x 14' 12 GPM (16.0 psi) 18.5 GPM (8.0 psi) 16'x 16' 12 GPM (16.0 psi) ! 8.5 GPM (8.0 psi) 18'x 18' 15 GPM (25.0 psi) ; 10.5 GPM (12.3 psi) 20'x 20' 16 GPM (28.4 psi) : 13.5 GPM (20.3 psi) Deflector distance from rproccarl o in m a' hdnm ifinn Step 2. Use only a non -hardening rA * Installation pipe joint compound or Teflon` tape. Apply only to male threads. Teflon is a trademark of the DuPont Corp. All Central Model LF Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the Pendent position. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central GB -20 Wrench to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs. may distort the orifice seal, resulting in leakage. GB -20 Sprinkler Wrench (Part#1125) Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry loca`ion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems', contains guidelines and minimum maintenance require- ;`a, r' Y ; _j'•;�' `E_ hal=7�y -_�. .:-=?�•• ;`,fir ;�: Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry loca`ion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems', contains guidelines and minimum maintenance require- ments. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. v ©1996 Central Sprinkler Company Printed in U.S.A. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering. Information Ordering Information: When placing an order, indicate the full product'name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/crt12 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. LF PEND.2 Grinnell t - U) W J a N Z O 9e Bronze Spring Loaded Check Valve %"-2" Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Olsc Figure No. 3615SJ w/Buna-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, 011, or Gas Fluid Pressure, Non -Shock W.O.G. lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. Figure No. 3600SJ �J Figure No. 3615SJ Copper to Copper '7:77 UA T ' I"M Md .1f�yp���jwi�... Y•�' ' �j6�4lryy .+ 1� !t' .'.✓/� y, a.. o a. 7 "'.f:. JE�� ej..;�.: ya'e ,i Yri Mhla' YY.., /� wR °$A .tag'. �'�, '✓' 'i bihlenslons— Weight§ Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy 543000 8. Body End Bronze ASTM B-584 Alloy C84400 Nominal Size Dimensions Approx. Net Wt. Fig. 3600 Approx. Net Wt. Fig. 3600SJ A B C 3/6 2 13/9 11/16 .4 .4 1/2 2'/16 13/6 1/16 .4 .4 2/4 21b 15/6 15/16 .5 .5 1 2519 2 11/2 .8 .9 tib 215/16 23/a 1" /16 1.2 1.3 11/2 35/16 23A 2 1.6 1.9 2 33/4 3'/e 25/16 2.4 2.7 1- r 1 ri ''r' — c• 1 — 1 r t-: i i Figure No. 3010 125# Bronze Gate Valve 1/4"-3" 9 , Figure No. 3010 SJ 125# Bronze Gate Valve 1/2"-3" 12t PSI SaLrated Steam, 200 PSI Non -Shock Cold Water, Oil, or Gas Ri$Ing Stem' Cl open I maure No. am Threaded Figure No. 3010SJ Conforr'ns to Federal Specification: WW -V-54 Class A, Type 11 & MSS -SP -80 Copper to Copper Screwed Bonnet • Rising Stem { Solid We¢ge Disc i ` Material Ust ; :;�^��•�;._.:....�.. � ,�'- -i: ,:s'.°• �.`• ;. .,. mensions=-'Weights Uri nnell Nominal Part Specification - 1. Han&heCl Nut _ Zinc Plated Steel with SizeNet LI - .... Clear Chromate 2. Iden1lfiratlon Plate Aluminum 3- Hanbwheel Aluminum ASTM 8-85 C — .. Q..F1 3010 _._-......-.. AlloyA03800 V/16 4. Sten{ Silicon Bronze ASTM B-371 — 6 Alloy C69400 or B•99 3/4t V/16 Alloy C65100 H04 "lie 5. Packing Nut Bronze ASTM 8-62 or 1 tis/as ASTM 8-584 Alloy 1C84400 6. Pac&g Gland Bronze ASTM 8-62 or 6,3116ale 1 ASTM 8-584 Alloy C84400 71/41 1 1�/1e or ASTM 8-282 or 8-16 1114 T. Pac&g — Non-ASCN_stos/Graphite/ f 1% 2718 Aramid Finer 1114 — _— S. Bonnet - Bronze ASTM B 62 Nominal Dimensions Approx. --A prox. SizeNet Wt. Net Wt. A 8 C — .. Q..F1 3010 _._-......-.. FI .3010S.1 V/16 4% '/4t — 6 — 3/4t V/16 46:8 "lie _ .6 - .7 _1.0 - .6 _ .6 9. - —1.5 2.1 ' 'lit tis/as 4118 } 814 2'/�e 6,3116ale 1 2'he 71/41 1 1�/1e r1.7 2.4 1114 26/8 8'/e f 1% 2718 913/16 1114 3.3 3.1 16he +5.0 4.7 j 2 31/18 119/16 2'h 4118 148he 1i8118 10.5 9.4 . - - 41/: 3 161/i 1t9he 15.0 13.3 g. Body, — Bronze ASTM 862 t NgackiN �laitA.'pSching ony inlnes&'sizes - .1 10. Wedge Bronze ASTM B-62 ;.a3 . :i ~, :Fs;'� :ry 2; ' f 14' L 4 W C Z N Vr, 1/4 1 nch Central Sprinkler Company 451 North Cannon Avenue. Lansdale. Pennsyivania 19446 Product Description Material corrosion resistance. The hand 12 Description wheel is manufactured from cast iron materials to meet or exceed the The Central Model F17 3 -Way requirements of Underwriters Laboratories. Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off. Association C-509 and ASTM A-126, throttling. or drain valves. Class B Standards. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Giobe Valves provide positive Bronze Globe Valves are rated with shut-off under normal operating cold water at 200 psi, non -shock for conditions. They are recommended cold water service, and are tested for water service only. twice. air under water for consistent The Central Model F17 3 -Way quality. Bronze Globe Valves are of cast The Central Model F17 3 -Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg. Source: Non -Domestic) 2.45 1.69.—� Globe , Valves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem r Brass ASTM B-16 No. 27.3-n moP■C/1 TRIMmLINEs C017t"d. 1 800 854-1015 FIRE SPRINKLER PRESSURE GAUGES U.S. GUAGE, AMETEK • Use on wet or dry sprinkler systems! • Solld brass backed! • 114 A .NTP -LM brass fitting; 3'/z" diameter psi 22s' SO 250 • 300 ib./sq. In. Capacity 2s .��,. 'G°vy &LISTED rM APPROVEC vsR-SF (be'POTTER FOR SMALL PIPE VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Potbr Efisattle Signal Company Potter Electro Signal & Mfg. LTD 2081 Craig Road • P.O. Box 28480 1987 Leslie Street 8t. Louis, MO 63146.4161 Don Mille, Ontario, Canada M302M3 (314) 878.4321 1 (800) 325.3936 (416) 441.1833 STK. NO. 1113000 io U.S. PAT. NO. 3921989. CANADIAN PAT. NO. 1009680 UL, ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rab for Alarm: 110013M Maximum Burge: 18 FPS Enclosure: Die -oast, red enamel finish. Cover held In place wtth tamper resistant Saews Contact Ratings: Two seta of SPDT (Form C) 16.0 Amps at 125250 VAC 2.0 Amps at 0.30 VDC Condult Entrances: Two Knockouts provided for 12' condult Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe Fib pipe sizes - 1% 1 114% and 1 1/2' Note: 8 paddles are furnished with each uniL one for each pipe size of threaded or sweat TEE, one fo►1' CPVC, and one for 1 1/2- polybutylene (CTS -Copper tubing size) Environmsnlal Specifications: Bultable for Indoor or outdoor use with factory Installed gasket and die-cast housing NEMA 4 Rated Enclosure - use with appropriate eondult fitting Temperature Range: 400 F/120° F (4.5' C/4V C) Caution: Tho device Is not Intended for applications In e:IloSlve environments service Use: Automatic Sprinkler NFPA-13 one at two family dwelling NFPA-130 Residential occupancy up to four stories NFPA-13R National Firs Alarm Code NFPA-72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch, order elk. No. 0090018 The Model VBR-8F Is s vane type waterfbw switch for use on wet sprinkler systems that use 1', 1 1/44, or 1 12" pipe size. The unit may also be used as a sectional watedlow detector on large systems. The unit contains two single pole double throw snap action ewltahes and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons par minute or more occurs downstream of the device. The Now condition must exist for a period of time necessary to overcome the selected ratsrd period. INSTALLATION: These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be Installed on the top side of the pipe where they wHl be accessible. The units should not be Installed within S - of a valve, drain or fitting which charges the direction of the watertlow. The unit has a 1- NPT tushing for threading Into a noncorrosive TEE. See Fig, 2 for proper TEE size, type and Installation. 8crewthedevice Into the TEE fitting asshown InFig. 2. Care must be taken to property orient the device for the direction of waterflow. The vane must not rub the Inside of the TEE or bind In any way. The Stern should move freely when operated by hand. The device can also be used in copper or plastic pipe Installations with the proper adapters so that the specified TEE ftttirtg MAY be Installed on the pipe run. INSPECTION AND TESTING: Check the operation of the unft by opening the Impector' tial valve at the end of the sprinkler One or the drain and test connection, If an Inspector's test valve Is not provided. If there are no provisions for testing the operation of the Now detection device on the system, applleatlon of the V8R-SF Is not recommended or 'advisable The frequsnoy of the inspection and testing and he seeooisted protective mcnitorhng system should be In accordance wM the applicable NFPA Codes and Standards and/or authoft having jurisdiction (manufacturer recommends gt,tarterly or more frequently). CAUTION: There are a paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle muM be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA MKT. r8N10000� - REV I PAGE / OF 2 UFO. #9400M - 30 BELLS - - (0),POTTER PBA AC &PBD DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.JP.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-0321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB 0 10 FT. MINIMUM dB @ 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PSA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 Ball Valves Standard Port 15.0 PSI Saturated Steam 400 W.O.G.- Central .O.G: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes Description which may occur in alternate The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. processes. A large port size ensures good flow characteristics. Teflon" seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. (Mfg. Source: Non - Domestic) fall Valves Dimensions (inches) Nom. Size A B C Bore Size (D) '/4" 1.65 1.50 3.31 0.320 Yz" 1.90 1.60 3.31 0.396 3/4" 2.20 1.70 3.31 0.591 1.1 2.64 2.01 4.65 ° 0.787 1'/4" 3.00 2.17 4.65 1.050 1112 3.35 2.60 5.28 1.260 2" 3.82 2.80 5.28 1.500 `Teflon is a trademark of the DuPont Corp. No. 27.4.0 Imot IMO: Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler _head used in a sprinkler system to be _ stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. — _Central Sprinkler..Head Cabinets are manufactured of heavy gauge steel with -knock -outs to accommodate either 1/2" or 3/4'_ N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 6 head or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 6 sprinkler heads 12 sprinkler heads Dimensions: -6 head - 5" high x 14" long x 31/4" deep 12 head - 5" high x 14" long x — — 4" deep Weight: 6 head - 2.3 lbs. 12 head - 3.5 lbs. r. Mr. Fri • NOTES RESIDENTIAL 056-360-036-V 99 f PERMIT NO.., KOEWIG, Vernon- 4922 Contentment Lane, Forest Ranch Contr: Don Azavedo ;I 3bed 2 bath, 2 car garage der � SPECIAL CONDITIONS x CHECKED BY ` -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. F SPECIAL INSPECTION ITEMS f VERIFY USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER 1 :'r f OFFICE COPY Address .i GAS Meter By Date s ELECTRIC i Meter By Date r I JOB FINALED (Date) 7 Signature v } ✓ = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P 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 4 �, r •- ~ ' ' e MISCELLANEOUS ,.Date DECKS,' COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel i 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors t r \ t Shthg.-Frg-Bracing \ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric ` • �' 8. Frmg.; Sills -Anchors- Studs- Rttrs-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 I 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed . F y 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 ✓ = OK 0 = Not OK , .i = NoFApplicable RESIDENTIALSin le & Duplex) = Not Ready - 9 Date nderfloor (Plans) OK except #'s 2/F ain; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., ge; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 4. , Po hes & Decks; Soils -Steel-/ /" Ftg. Depth 5. mwalls, Main; Steel-Blockouts-Wrapped - /) old Downs and Special Anchors -bitlr-1i{ Slab, Steel -Wrapped 8. P' rs-Fireplace Ftg.-Steel Q f . --r 10. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water 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 Card B-1 )Q S7 Date 'L Card B-1 Date Card B-1 Date Card B-1 � e Date PLUMBIN it) OK except #'s 7 Water Ht -Access-Combustion Air Baffle 4. ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection er Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date s5 Date Card B-1 G Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit).6K ex ept #'s 3 re & Transformer C aran -Ins. Protection _�Ejvc. Receptacles Sp ing- ' is & Switches at Doors 4 . xes & No. of P6nductors Stapled 2 . o Installed Close to Edge of Studs & C.J. 27. ip. Ground made up w/Mech Fasteners -Bond Gas & Water 5 - 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or M-A.C. Wire Size / gaPWor AI 39"Range Circle / / ga Cu or AI -Oven Circ. / pogalr7brAl Insulated Neutral O Yes ❑ 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 Date S� Card B-1 Date Card B-1 Date Cad B-1 Date Card B-1 Date CHANICAL (Permit) OK except #'s Ducts Insulation & Support !:XVent Fan, Exhaust above insulation 37. ondensate Drain & Overflow, Size & Grade t urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 roper Materials & Anchors 4 WallsSt uds-Nailing Spacing & Braces -Plates -Sound 4 . e ing Walls over Girders & Floor Nailing d. raft Stop in Walls (rat proof) "-44/Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) gers-Post Caps -Anchors -Connectors Cf g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4 Fir lace Ties or Type A Flue -Fireplace Throat Clearance 4 . Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 d . Windows or Exiting Doors -Sill Ht. & Dimensions 5T'.' -Garage Fire Protection Framing 5 roperty Line Firewall & Openings 50-'E-xt.Doors-One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection 5 . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers §/Siding -Nailing Veneer 4- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection-Skvliohts-Plastic Panels insulation -Walls -Ceilings 62.` Infiltration -Walls -Windows Date LireCard B-1 Date / Card B-1 Date s C4rd B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 3 xt. Steps -Door & Sidelight Protection -Landings 4. oke Detector Fur ace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor-Ducts-Mech. Protection e room Exiting F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels irs & Rails fireplace or Stove, Clearance -Hearth EI c. Outlets at Wood Panel, Int. & Ext. 2. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lep. Outlets & Receptacles at Kit. Counter te arage Fire Door; Swing -Landing -Closure . A.C. Duct in Garage -Damper 76. Wtr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location lec. eceptacles in Garage (F.F.I.)-Romex Protection I ulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole DoZ Drainage & Wood -Earth arance Looked under oor ❑ Yes / F lowing Instld./Drive 306s :1 No/Walks ] Yes J No/Planters Yes ' No Stucco Brown -Finish .C.tjN Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 7.Axterior Elec. Trim, G.F.I. Receptacle -Underground ventilation Throughout House &VAI ss Protection orrections from Previous Inspections T st-Meters Tagged, Gas -Electric 9 f & Sewer Connected -C/O to Grade -HD Approval 9 rg Compliance Certificate -Other Certificates Address Posted Dat�jf 7Z(q,# j Card B-1 4h- Date Card B-1 Date T—� Card B-1 L Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: w COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (�30) 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. t. 10 T4,J Date '�// i/f f} Inspector � a REV 10/92 , W -' OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUX5-7541 ON 7 County Center Drive - Orovil&e; California 95965 - Telephone (9 P M �O. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 056-360-036 TM 1 ZONING BUILDING PERMIT OWNER KOAIG, VERNON (909) _ T824-2509 SO. FT. OCC. BUILDING VALUATION 1670 R 90 ,180.00 OWNER'S MAILING ADDRESS 11355 HILLCREST, L01�,A LINDA CA 92354 484 U 8,712.00 CONTRACTOR'S NAME DON AZAVEDO TE9,&NE2MO `f' L{ 87 COV 1,131.00 CONTRACTORS MAILING ADDrSSO. BOX 173, FOREST RANCH 959420 CONSTRUCTION LENDER BUTTE COMMUNITY BANK Fireplace A 1,500.00 LENDER'S MAILING ADDRESS 1390 RIDGEWOOD Total Valuation $ 101,523.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 646.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 420.20 BUILDING ADDRESS CONTENTMENT TANE, FOREST Energy Plan Checking Fee $ 23/00 RANCH4999 $ PERMIT FEE $ 1,109.20 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15 .00 TYPE OF WORK15.00 New X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 2 BATH 2 CAR GARAGE - Gas piping system 1- 5 outlets 15.00. Building sewer 15.00 Mobile Home I S I G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov oR LEss 2ooA oR LEss 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ¢ I, as owner of the property, am exclusively contracting with licensed contractors l to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING .0LOS. SO OR ADDNS. ( d ACC. BLOS. 3.5¢FT. NONNEW-R SC�UIIDT ANCI CUTLEUT 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 � '�0° Ex. Occu OUTLET OR FocruREs BAL p .so Ex. Occup. ourEit7s RESIDOFR., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 6 5o Ventilation �--4_5H 9_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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comply with ose provisions. �/ X _fLJ Date T__ S' n ure of Applicant - ❑ Owner ❑ Contractor gent n SHA permit is required for excavations v r 60" deep and demolition or construction tructures over 3 stories 'q height. Mobile Home Installation Fee $ Energy Inspection Fee Is cc CONST. TYPE TOTAL FEE $ 1 502. 0 HA2. IM rl OD CDF PARC PD HD 5SU 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. Q /Z By Date / 7 PERMIT EXPIRES ON .s 0 to Receipt 0. r 2 1% 2i��®60AN n. Obgj WHITE-D.D.S.-B.D. CA ARY-ASSESSO PINK -INSPECTOR- GOLDEN OD -APPLICANT `N OOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive - Orovilla, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION'AIND"PERMIT D 97 ASSESSORPAACELNmm/(��� _3�_ ZONING BUILDINGPERMIT OWNER ��ry%' �'� NE W'a SO. FT. OCC. BUILDING VALUATION OWNERS MQUI110 ADO S 5. c►re , 6 CONTRACTOR'S NAME TELEPMONNE1111421 154,� I yV;�Q-'J•CCJ {/O CEJ CONTRACTORS NG AD S .O• X73 eSr CONSTRUCTION Ken iar! ry LENOER's MAILMIG ADO s t B Fireplace Total Valuation b , DO ARCHITECT OR ENGINE511 MENGE NO. Filing Foe 5 20.00 Permit Fee Plan Checking Fee b , o $ Q , ARCWTECT OR ENGMIEM S MAaJNG ADDRESS SULDING AGMs ,/ iy(!// OnI r Energy Plan Checking Fee b Z 3 p $ PERMIT FEE b , LOT No. 9UBONBION9 NAA! PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF� Duplex O Mobilehome ❑ Other II sP�" Each Tr 7.00 3.0 Solar or heat pump water heater 23.00 Water piping 15.00 /SHOD Each as water heater or vent 15:00 5011 TYPE OF WORK New O Addition ❑ Remodel O Utilities ❑ Installation O Other O Describe Work: �Z BCam Gas piping system 1 - 5 outlets 15.0015-,,00 Building sewer 15.00 Mobile Home I S G I W c§20.00 PERMIT FEE t43, ELECTRICAL PERMIT Filing Fee 20.00 Main Service LESS 23.00 3• LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code• for the performance of work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number / (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) I certify that In the performance of the work for which this permit is Issued. I shall 7-not employ any person In any manner so as to become subject to workers' componsatlon laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over So" deep and demolition or construction of structures over 3 stories In height. M°I" Service 200A TO 1O00A 48.00 New CONST. Gwetsxt ocTP. 3.50F°• 5• U OR AD0N9• a ACC. eLos. ppµRESID. MULTFOLmFT @7,50 BRANCHN PSO APPARATus a MKue olrtt� as Ex. Occup. OLMET OR FUTURES 200 '•0° 6AL. @ .so Ex. Occu . ° ,FD�D�Ts wlc.OEEA 5.00 Temporary Service Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heatin .V 26,CO Cooling 100 Z61 01) Hood e.so._,62.5D Ventilation Z • $� .�(� PERMIT FEI: $ . Jr Mobile Home Installation Fee b o Energy Inspection Fee b occ CONST. TYPE K4Z FE® _ 'r— -,n TRT,4L FEE S 14PA 14PFLaoo coF c Ho slue This permit is hereby Issued under the of the Butts County Cade and/or Indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid.�4 Date _ 0410 Receipt No. %J WHITE •O.O.S.•S.D. CANARY -ASSESSOR PINK -INS PLXCTOR GOLOENROO•APPLICANT 1 �1 •� 0 CT �, � `___) �^ , `v � �� �V .'� •� 0 CT �, � `___) �^ , `v � �� �V .'� . t a 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 V e -&,j 0j Y\ C� 141a A. P. # ^ 3, ^ 3 PROPOSED BUILDING USE �I �, Bct� �� DATE / 9RECEIPT # DATE REC ' 1. BUILDING PERMIT FEES q71? � -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 7,o 4le 61 P (.,,j `Q, � ryh G✓ate ,_._, 3. SHERIFF FEES (paid at Building Division) 7-0 Residential ........ .— x $360.00 = s.340 l L7 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4�-VRBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt., Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN 7ECK 89.00 (paid at Building Division) P 25- R 7 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) Z-- ve 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. 1-2h APPLICAN DATE ` Pursuant to Go ent Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You a 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 I (Rev. 2/97) I I E.H. USE ONLY Plot Plan Attached S Floor Plan Attaci Sent to B.D. ( / TO: Building Department tib FROM: Environmental Health SUBJECT: Sanitation Clearance cry OwnLVr Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well Clearance for - wailing. Other 3 Hold final for: Final clearance O.K NOTE: for: G , 136 4, Uv. / L�ili1s� Environmental Health Specialist 8/96 -!F—? `7 Date a x � 4r�y a.r f �ro� -... ,�.,,.•_,���.F,,6�,y_-'1, '�,. T�'��••7�yC7''7R'�tg ...`�-`��f'�:t,•` `. +1 -•y w COUN'T.Y''OF BUTTE DEPARTMENT OF Fv T SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROWLLE, ORNIA 95965 - TELEPHONE (530) 533&7541 RMIT "PLICATIONDATA SHEETOWNER: 0,44 IE N ASSESSOR PARCEL NUMBER: �'E' " 3 � 3 (� Proposed Building Use: NP. J 3 ' Building Inspector: C _ Date: !VI2& <' At time of permit application, I was advise the following data must be submitted prior to perms p cessin and/or issuance: Date Received By Q 1. All items have been submitted .-------------2----------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supportingidocumentation. (t ❑ 7. S atement of Intent for Non -Heated and A/C Buildings. ---- Hazardous Material Form. ❑ .Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ 72 ---------------------, ---• - -G--------------------------------------------------- Impact fees as shown on the attached schedule. ew- -011-------------------------------------------------- 2. California Department of Forestry plan approval/fees.------------------------------------�-�_._ 2 ) ❑ 13.. Flood elevation certificate. --------------------------------------------. 4. Sanitation and plot plan approval G!/ Health Department. 1115. City of Chico plumbing permit ------------------------------=--------- ❑ 16. Plot plan and business license approval fro the City of Biggs ------------------------------------------------ Planning ----------------------------------------------Planning approval for (A) Use: 01c:�_ , (B) Parking: -------------------------- Contact Land Development ❑ p bout provements, Drainage, gal Parcel.--------------,-.-/�----- & 19• Encroachment Permit for driveway (construction approval prior to occupancy). -----P- ✓�- �=-� -- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- Letter of signature authorization. -------------------------------------------- ReSorded copy of Agricultural Acknowledgment Statement. -------------- I I Ui�� ` er of intent on building use. --------------------------- - _ .Manufactured Home utiliclearance.------------------�---------------- ----------------------------------- E h'----------- - - ><---------------------- o ------ ❑2 . Existing violations and/or expired permits.--N-----SIv ---- Z-7 l,1 029. 0433 A, [:]Grant Deed, ❑ M— H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ' (Date) i0 - Wh you issue the permit, process as follows ❑ Mail to owneF, ❑Mail to contractor. elephone 615', 31963 and hold for pickup at Cts! " O off. Appli Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Copy of plans sent ❑ Health Department, ❑ Fire Department, 9 Others I Deliver with inspector. h%C__/ Date: -f 12 Date: By: r ;r Date: 1. Indexermit application for the akve items numbered: 11 B11'an Check List 2. Additional items required: r -- -u2 �i�h bu i 1 Contractor, designer, owner, was advised of the Above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own of the above required data b b phone, ❑ mail, ❑ ivi co ter, by Date Plans reviewed by: ' Date: Plans approved by: Date: 3 Sets of plans on hold(h ❑ Plan Cabinet, ❑ A -P. folder. Note imisfer by: VDate: School District a { A.P. Number' Property Owner .�a,.. ��. • ��'sr'1-�„V"isb�^r..;....'7�.'�'�T,,t�;y,,:�e�yy.y,.'^ka.J".lr�i!w�"(i rtA+iH'`,i�^'I.,..rJ,ti��:.i�.—...,`„�;,i,,;,T^r�..n'�....+.�" a r I,,,,,.._r. BUTTE COUNTY SCHOOLS IMPACT FEE, CERTIFICATION FORM (One form per Building) C�GtCp Building Department No. —/�C>36 Jurisdiction: City County Property Location/Address 2 Z Cie h �p� -� L� to _—P,f %hc `{ Subdivision . Lot No. ................................................................................................................... Residential Development Sq. Footage 70 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # 4, `(No foundation inspection); ..> ................................................................................................................... Commercial/Industrial New Addition Bu poor runs revieweu oy acnooi uisinct rersonnei) District Identification No. 99 (0(0 to 'S School District certifies that O D. Eel-, /2 3 (Street Address) (City) has complied with the requirements of Resolution No representing (Q!2D square feet. School District Representative Paid by Check k / Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) �S/i 7 Al . Da (Applicant) S�P5--.3410 (Phone Number) (Zip Code) A 7TDby payment of $ .1 3. AB 2926 $ FULL MITIGATION $ 9_ Date Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 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:xls 00198)dmm JT -"t T" ^"L ;TED By Z NATIOcV�L TITLE CO. And when recorded mail to: Building Division #7 County Center Drive O rovi l le, Ca. 95965 1 99'9-00 1 60 1 a Recorded Official Records CoBUUTT Of TE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 15 -Apr -1999 REC FEE 16.00 CONFORM .00 PENALTY 12.00 Fay Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 1 Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of'a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: 0 D Pa} -cel 2 as shown on that certain a.rcel ma filed in e o i^P 035"' p p h_ ff _� _ of �, n tl-,A PerinrHer of the Cmmty of Butte, State of California on April Q 75, 1.QQ6 i.n Ronk T39 of Maps at Page 63, 64 anra 65. - 0 rn Reser ring,nerefrom a Non -Exclusive easement for ingress and egress V, anal' for p,jbl-i-c lltil-iti-es over contentment lane as shown on the Map referred to above. M Q z SEE NEXT PAGE FOR BETTER LEGAL ai=n Date: �/'— J '� _ / 9 PROPE OWNER Vernnn H. Kent 06 State of California ) County of EaZCc, ) On&F Ie?before ane, ,I� //� ,4 it/ !i - personally appeared rsonallc known to me (or proved to me on the basis of satisfact ry evide ) to be the p rson(s) whose na e(s) ' /arc su ribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized ca city(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. LILLIAN V. MILLER _ COMM. 81207947 Signature Z Z'� �• NOTARY PUBLIC - CALIFORNIA SAN BERNARDINO COUNTY -a .%.P.# 056-360 -036 % NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - L Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to vou. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: ' $6.00 -`Ist. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a -m. - 3:00p.m. (Monday - Thursday). OVER i Parcel 2, as shown on that certain Parcel Map filed in the office of the Recorder of the Countv of Butte, State of California, on April 25, 1996 in Book 139 of Maps, at page 63, 64 and 65. Reserving therefrom a non-exclusive easement for ingress and egress and for public utilities over contentment lane as shown on the map referred to above. A ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary�� V`�J'%�%��Expiration Date a2DQ3 Commission I.D.#—/-2 079Y7 Manufacturer's I.D. #_ County .5Qh2N,4r''.61A)d State— Place tate_ Place of execution of this declaration:— C,Qo �, I Date:FNT BY: Signature (Firm name if any) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1CF-1R Project Title.....,,... The Koening Residence Date... 03/19/99 Project Address........ Contentment Lane ******* a Forest Ranch *v4.50* !- Documentation Author... Marty Runnells ******* Building Pe it Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field --Check/ Date Climate Zone..........-- 11 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99066S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... 1671 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 15.4 a of floor area Average Glazing U -value.... 0.58 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 FRONT, LEFT KNEE WALL, BACK TO GARAGE, RIGHT Door n/a R-0 R-n/a R-0 0.330 TO GARAGE SlabEdge n/a R-0 R-n/a R-0 0.900 TO EXTERIOR SlabEdge n/a R-0 R-n/a R-0. 0.720 TO EXTERIOR SlabEdge n/a R-0 R-n/a R-0 0.550 TO GARAGE SlabEdge n/a R-0 R-n/a R-0 0.500 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 68.5 0.600 2 Drapes.Std None Yes Vinyl Door Front (E) 20.0 0.550 2 Drapes.Std None Yes Glz<50o Window Left (S) 17.5 0.600 2 Drapes.Std None None Vinyl Window Left (S) 40.0 0.550 2 Drapes.Std None None Vinyl Door Back (W) 17.0 0.550 2 Drapes.Std None Yes Wood Window Back (W) 40.0 0.550 2 Drapes.Std None Yes Vinyl Window Back (W) 12.0 0.600 2 Drapes.Std None Yes Vinyl d Window Right (N) 42.0 0.600 2 Drapes.Std None q V�'_`1 �k®\ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R .roject title. .... he noening Residence Date. .. 03/19/9s MICROPAS4 v4.50 File -99066S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal THERMAL MASS Area. Thickness Type Exposed" (sf) (in) Location/Comment's SlabOnGrade Yes 246 3.5 ENTRY/BATHS/KITCHEN SlabOnGrade No 1424 3.5 YYPICAL HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.780 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation ,Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS VW CERTIFICATE OF COMPLIANCE:'RESIDENTIAL- Page 3 � CF -1R Project ..Title,. _:.:............ The:.. Koening . Residence Date..,..*. . ...,...... 03/_19/99.: MICROPAS4 v4.50 File -99066S Wth-CTZ11S92 Program -FORM CF -1R. User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal COMPLIANCE STATEMENT This certif•icat.e _.o.f compliance _lists..,the•.bui;lding :features . and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Name.... Marty Runnells Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... Phone... 916-894-8466 License. Signed.. Signed.. /iyi /9 99 (date) (d te) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) of IDS,? N';�O VJVI';. A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 _ MF -1R l The Koening.Residence Date. ..... 03/19/99 Project Tit e.......... ******* Project Address........ Contentment Lane *v4.50* Forest Ranch Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, 'CA 95926 _916-894-8466 Fie C ec Date Climate Zone.......... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990665 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value.. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. NA 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 VIA perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N — 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. " A 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. OAS MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 � MF -1R Project: Tit.le.,..._: _ rThe,-Koening Residence Date;.,.... 03./19_/..99 MICROPAS4 v4.50 File -990665 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design'- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. �— 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 786 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch.* N q 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting kitchens and rooms with water closets; and recessed fixtures IC (insulation cover) approved. Design- Enforce- er meet in p�1 ceil.i a COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.... The Koening Residence Date... .. 03/19/99 Project Address...'.'.... Contentment Lane Forest Ranch *v4.50* Documentation Author... Marty Runnells. ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone ......... - 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercoinp, Inc. MICROPAS4 v4.50 File -990665 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal MICROPAS4 ENERGY USE SUMMARY ,Area Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.84 14.55 1.29 Space Cooling.......... 12.01 11.74 0.27 Water Heating.......... 13.23 13.23 0.00 Total 41.08 39.52 1.56 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 1671 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 14016 cf 1670 sf 1670 sf 1670 sf 15.4 0 of floor area 0.58 Btu/hr-sf-F 8.4 ft BUILDING ZONE INFORMATION Y Floor # of Vent Special ,Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (st) HOUSE. Residence. 1671 14016 1.00 �. Yes Setback 2. -%W,S" COMPUTER METHOD SUMMARY Page 2 C -2R Project Tit-le.........i}The; -Koening Residence Date.......: 03/19/99• MICROPAS4 v4.50 File -990665 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal OPAQUE SURFACES Area U._ Insul• Act Solar Form 3 Surface (sf) value R-val Azm Tilt Gains Reference HOUSE None FRONT Yes None LEFT 1 Wall 392 0.065 19 90 90 2 Wall 247 0.065 19 180 90 3 Wall 41 0.065 19 180 90 4 Wall 235 0.065 19 2.70 90 5 Wall 72 0.065 19 270 90 6 Wall 156 0.065 19 270 90 7 Door 20 0.330 0 270 90 8 Wall 214 0.065 19 0 90 9 Wall 41 0.065 19 0 90 14 Roof 1382 0.031 30 n/a 0 15 Roof 298 0.031 30 90 14 Location/ Comments Yes None FRONT Yes None LEFT Yes None KNEE WALL Yes None BACK Yes None KNEE WALL No None TO GARAGE No None TO GARAGE Yes None RIGHT Yes None KNEE WALL Yes None TO ATTIC Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 SlabEdge 11 SlabEdge 12 SlabEdge 13 SlabEdge 25 0.900 R-0 No TO EXTERIOR 162 0.720 R-0 No TO EXTERIOR 7 0.550 R-0 No TO GARAGE 15 0.500 R-0 No TO GARAGE Type FENESTRATION SURFACES Azm # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 17.5 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 2 Window 2.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 3 Door 20.0 2 Glz<50o Hinged 0.550 90 90 0.88 0.78 Drapes.Std 4 Window 28.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 5 Window 21.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 6 Window 17.5 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 7 Window 40.0 2 Vinyl Slider 0.550 180 90 0.88 0.78 Drapes.Std 8 Door 17.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 9 Window 40.0 2 Vinyl Slider 0.550 270 90 0.88 0.78 Drapes.Std 10 Window 12.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 11 Window 21.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 12 Window 21.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std (�ji CONG DEPARTMEN" AR OV E COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Koening Residence Date........ 03/19/99 MICROPAS4 v4.50 File -99066S Wth-CTZ11S92 Program -FORM C -2R User4-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal OVERHANGS AND SIDE FINS uio l APPROA: Window- Overhang Left Fin - , Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 17.5 3.5 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 2.0 1 n/a 7.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 20.0 6.67 n/a 7.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 28.0 4 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 21.0 3.5 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 17.0 6.67 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 6.67 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 3 n/a 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 246 3.5 28.0 0.98 R-0.0 ENTRY/BATHS/KITCHEN 2 S1abOnGrade 1424 3.5 28.0 0.98 R-2.0 YYPICAL HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External Tank Type Heater in Type Distribution Type System Energy Size Factor (gal) Insulation R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS uio l APPROA: HVAC SIZING Page 1 HVAC Project Title.......... The Koening Residence Date... .... 03/19/99 Project Ad ress........ Contentment Lane Forest Ranch *v4.50* Documentation Author... Marty Runnells ******* Building Permit # Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894.-8466 Field Check/ Date Climate Zone ......... - 11 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99066S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1671 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... .Summer Range. ............. Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1671 sf 14016 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 90 deg (E) Sensible Load .................... 28473 19360 Latent Load ...................... h/a 3872 Minimum Total Load 28473 23232 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. , Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11978 3847 Glazing Conduction ............... 5934 3115 Glazing Solar .................... n/a 6133 Infiltration ..................... 7972 2405 Internal Gain .................... n/a 2100 Ducts ............................ 2588 1760 Sensible Load .................... 28473 19360 Latent Load ...................... h/a 3872 Minimum Total Load 28473 23232 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. , LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico; CA 95928-7434 (530) 893-0112 FAX (530) 893-0140 Customer: J i �'n G 'rte nn Q Address: con% Y) M f n �-q n AP#: INC. Job No: 4r -non Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 • • ( Timber Products Inspe c.t�io Inc. P.O. Box 20455 DEPARTA,4m Portland, OR 97220 (503) 254-0204 APPROV .. LONGFELLOW LUMBER° CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren AvenueI II I}I�I Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. )u,f )ARTMEK LVED GABLE END DETAIL STRONGBACK . ( NAIL TO LEOGEI (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) (K) SPACING FOI REFER TO S. PRODUCT AT' A35 IN FI I T114S DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (SI) (M) 2X4 F.L. OR H.F. A2 OR / BTR STRONGBACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES (HI) HEEL PLATE TO MATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) 6 (HI ) MUST BE PLATED. (G) GABLE END OESIGN BASED ON 75KPH WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. `, I KUNUUALf BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH BRACE W/2 -8d [COMMON NAILS, 24' MAX /GABLE END 11 OUTLOOKER HI )I NOTE: CHORDS TO BE 2x4 FIR -LARCH d2 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. PLATE MAX. WEB LENGTH IX31 2-8-0 2X4+ 8-1-0 3X4 13-6-0 OUTLOOKER CRITERIA 3.5' MAX. TYP. NOTCH 0 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LLMBER GRADES MAX. LENGTH WITHOUT BRACING (N) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 STUD 6-7-0 13-2-0 93 6-7-0 13-2-0 A2 7-9-0 15-6-0 #1 7-9-0 A4 I TIP1 * 0001 IM 91 6 BETTER 7-9-0 15-6-0 SS 7-9-U� ILD11 i� st6 SPAM PLT TYP. Wave TPI -95\R Desi n'Criteria: TPI-95(STD) ml t7l O Q 0 O T T T �-�--� O L] 1 Y1 1\1 H 1)&J,� 111 "`((TELL TRUSSCONNICIORS ^ O O "WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAY IOR TO PERFORMING THESEINSTITUTE. 583 ' FUNCTIONS. UNLESS OTHERWISE ONOFIO DR.. SUITE 200. SINDICATED. TOP ON. WI 9CHORD RSHALL THAVE APROPERLY CTICES RATTACHED SIRUC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING, ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ENC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD IN TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLATION OR BRACING OF IRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC Ii ICA110N PUBLISHED BY IN I: AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AKE NAD( OF 20GA ASIM A113 GR31 GALV. STEL. EXCEPT AS 110110. APPLY CONNECTORS 10 DRAWIMGSEI00, TISOSANDN 160NAEF. IS OANEENG �NC[RCSIS[ ALEl NONN IHI SEOR AWING OAPPLIE P S11101 SCONLYC TOR IH[[OE S10N OF IN( TRUSS DEPICTED HER( AND SHALL NOT BC R[LI10 UPON IN ANY OTN[R WAY. �Q�t�O1FESS/p y9 .`����`" W, y W Z cc V C r A * >f' �%' CIY11. �lF pf Cgt1f O\� TC LL TC DL BC CIL . BC LL TOT LD. - 3b- 1 5 0.0 50.0 o ..0 P Sf P S F PSF PSF PSF F 2 RER 9 9 DATE 03/19/98 DRW CDI 12 � SEON - 25458 D U R .FAC . 1.15 - FROM P B C S PACING , (CRAKOE-JIM CRANE / KOENIG - T-1 CONN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 _ WEBS 2x4 DF -L Standard ,3L.;1LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. N [l— OO C]:) O z E~ v ca 0 ate. ra w Nx cw z c5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC G BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 Q PI.�A0 kO1) = z W-0-0�'j w 11-0-0 1 11-0-0 I 22-0;0 Over 2 Supports J IR-1709 W-3.5' R-1709 W-3.5" . a C� c.I PLT TYP. Wave TPI -95 R Design Criteria: TPI S' —VARA IHG-• TRUSSES REO`IAE EITREME CARE IR FABRICATION, HANOI IRS, SNIPPING, INSTALLING AND - BRACING. OVER TO MID -91 (NANOLIRS INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE p> INSTITUTE. $87 D'ORDFRIO DR.. SUITE 200, MADISON, NI $3119). FOR SAFETY PRACTICES PRIOR TO p7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED �--. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT` FURRISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, lot SMALL NOT BE RESPONSIBLE FOR ANI OETIATION FROM THIS DESISR: ANY FAILURE 70 C—)-CBUILD 1HE TROSSES IN CONFORMANCE WITH TPI: OR FABRICATINO. HANDLING. SHIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFOAMS 1111H APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGR P'.. SPECIFICATION PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) AND M. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 G140 GALV. STEEL. ELCEPT AS NDTED. APPLY CONNECTORS 10 EACH FAC[ OF TRUSS, ADD UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ORAWIRGS 160 A•2 - THE SEAL 01 TRES ORAWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING euw PIOd110E8, lac RE SP ONS INIL.,Y SOLELY FOR THE TRUSS CUMBENT DESIGN SHOWN TO SOI TABU I7T AID USE OF THIS %UP sB� a0, CA 95829 COM►ORERT FOR ANY PARTICOLAR BUILDING IS THE AESFONSIBILITT OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1905 SECTION 2. Ah -A -T'-- 0 18.2c4 CA/-/ ESS/�� TC LL TC DL 199 •e � BC DL g � � BC LL �i3m f"'JILDING DEP. i F Scale =.25" Ft. 49.5 PSF REF R427--29247 10.0 PSF DATE 03/31/99 7.0 PSF DRW CAUSR427 99090004 0.0 PSF CA -ENG AEB/CWC 66.5 PSF SEON - 117943 1.15 FROM EA 24.0' * TOT.LD. � OUR.FAC SPACING f"'JILDING DEP. i F Scale =.25" Ft. 49.5 PSF REF R427--29247 10.0 PSF DATE 03/31/99 7.0 PSF DRW CAUSR427 99090004 0.0 PSF CA -ENG AEB/CWC 66.5 PSF SEON - 117943 1.15 FROM EA 24.0' cx: a cc C= z Cm Cm G7 AICRAKOE-JIM LKANL / KULNIG - LPbtl I -Z IM L TOP CHORD 2x4 OF -L #18Bet. :T3 20 DF -L SS: :T4, T5 2x4 DF -L #1: DOT CHORD 2x4 DF -L $1 :81 2x4 DF -L #16Bet.: WEBS 2x4 DF -L Standard :W1 2x4 DF -L #1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. OVERHANG DESIGNED FOR 1.00X TC LL SHOWN BELOW. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 24.00" OC. 10 PSF BC LIVE LOAD PER UBC. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 18" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS 3,027,999 FOR GABLE REQUIREMENTS. * THIS AREA OF TOP CHORD TO BE BRACED AT 24" O.C. W3X6 = I W2.5X4(A1) - W3X4 = - - w3x14tt1.5) a W6X8 = W5X4 ----10-3 0-3-8 2-0-0 Z ° ° r-5 - 4 - 0—��4 - 6 - 4—� L'�''1 21-0-0 11-0-0 10-0-0 22-0-0 32-0-0 Over 2 Support j R-402 PLF W-10-3-8 R-2068 W-5.5" +8-0-0 jUTTE COUNT" Note: All Plates Are W1.5X4 Except As Shown.wi V ED PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Oa9 CA - 1 - - - F Scale -.1875'/Ft. ••WARN IMr. — TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HMMM ING. SHIPPING. INSTALLING Ago BNACIRG. REF EN 70 N..... (HANOI INR I3STALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE IRSi1TOlE. X07 0.ONOFNTO DA., SUITE 200. MADISON. MI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FORCTIONS. UNLESS OTHERWISE INOICATCO, 70P CHORD SHALL RAYS PROPERLY ATTACHED ESS/p W. TC LL 49.5 PSF REF R427--29248 TC OL 10.0 PSF DATE 03/31/99 ALPINE P� 8 ptEMkICLS, I= ESa�tD, CA 95828 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEIIIMG. ..IMPORTANT-- FOIRI2N A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. $BALI NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, RANKING. SHIPPING, INSTALLING AND BRACIRB Of IRUSSES. THIS DESIGN CONFORMS WITH APPLICASIE PROVISIONS OF RDS (NATIONAL DESIGN SPICIFICATIOR PUBLISRIO 81 TWE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20SA ASTM A663 GR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNEC702S TO EACH FACI OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER DRAWINGS 160 A•L. THE SEAL 05 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING' RESPONSIBILITY SOLELV FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ARD USE OF THIS COMPONENT FOR ANY PAITICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILOIRG OE $IGRER. PER ANSI/TPI t•199S SECTIOR L. ' .e ftC1384S r * * A� N, �? t�- 8C DL 7.0 PSF DRW CAUSR427 99090014 BC LL 0.0 PSF CA -ENG AEB/CWC TOT. LD. 66.5 PSF SEON - 13552 OUR. FAC. 1.15 F ROM E . D SPACING 24. 0 " 3AKOE-JIM CRANE / KOENIG - T-3 TOP CHORD 2x4 DF -L #]&Bet. :T3, T4 2x4 DF -L #1: —.TOT CHORD 2x4 DF -L #16Bet. :82 2x4 OF -L #1: WEBS 2x4 DF -L Standard :W5, W7 2x4 OF -L #1: 0 DILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N Cl— CO W O , z W3X4 o W3X6 mi cn 6 r e W1.5X4 3 ra 0 a 3• Iz. J 2.5 w W2.5X4 rx w W4X12(F1) z z w THIS DWG PREPARED FROM COMPUTER INPUT ([DADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.36 - DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 48.00' OC. « 10 PSF BC LIVE LOAD PER UBC. �3 W8x12 - W1.5X4 IR W6X1Z - W4X1Z(UJ) - z 2� 2� 16-0-0 16-0-0 '—' 18-0-0 14-0-0 a I 32-0-0 Over 2 Supports R-2374 W-5.5• R-2374 W-5.5• PLT TYP. Wave TPI -95 R Design Criteria: TPI ST I WARN Ng-- TRUSSES REQUIRE EITR(ME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING AND 4T BRACING. REFER TO HIAl (HANDLING INSTALLING AND ORACIRS), PUBLISHED BY TPI (TRUSS PLATE QS INSTITUTE, 583 O'OMOFRIO DR.. SUITE tOO. MADISON. WI S3719). FOR SAFETY PRACTICES PRIOR 10 C7) -PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �--� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE IL INN. ••IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO TUE INSTALLATION CONTRACTOR. ALPINE ENGINEERtO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RUT FAILURE TO M BUILD TOE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND AA L PINE N E BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN tai SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE A CONNECTORS ARE MADE Of FOGA ASTM A6S3 GR40 GALV. STEEL, INCEPT AS NOTED. APPLY COOUEC70RS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CORRECTORS PER DRAV11G5 IBI A•T. THE SEAL 01 THIS DRAWING IUDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I ftl- c_ .�0 RESPONSTBILItt SOLELY TOR TME TRUSS COMPONENT I SIGN SHOWN. THE SUIIABILITY ARO USE OF THIS BNCV. o. CA 95828 COMPOREIF FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI ITP I 1.1995 SECTION I. J 1 A C lig. i,9O6. N 0 Y Amffm% ^% 9 r% r We69 1tl.ZC4 LA -/.L/- I I -I F TC LL 49.5 PSF C 99 ,e TC DL BC DL 10.0 7.0 PSF PSF BC LL 0.0 PSF E'er * TOT. LD. 66.5 PSF DUR.FAC. 1.15 SPACING 24.0` Scale —.1875"/Ft REF R427--29249 DATE 03/31/99 O R W CAUSR427 99090005 CA -ENG AEB/CWC SEQN - 117994 FROM E.D KOE-JIM CRANE / KOENIG - T-4 CONN) ITOP CHORD 2x4 OF -L #I&Bet. :T2, T3 2x4 DF -L $1: ---30T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard o..:?LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. CV C.— OC3 ccO O W2.5X4 0 W3X6-o T2 W1 .5X4 � 6 r- cn E� v A 0 rx w A wx W2.5X4 w W4X12(B3) z ' c� z w W5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC Q 24.00" OC 8 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X6 0 -r9 -, 6 W1.5X4 0 W4X1Z (BS) le z12-0-0 _I ULL02-i ."T I 16-0-0 I 16-0-0 _I a I 32-0-0 Over 2 Supports oSol f R-2374 W-5.5" R-2374 W-5.5" +8-0-0 ,-VJTTF- CCUN1 . wIL INN CEPARTME � a E C1 PLT TYP. Wave TPI -95 R Design Criteria: TP! STD 18.2(4 CA/ -/l CT CT CT �--. —WARNING'• TRISSCS REWIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACT I6. RCFER TO HIB•91 (RASDLINB IbSTAlL1B0 AND NRACIN6), PUBI ISNtD BY TPI (10.OSS PLATE INSTITUi F. SB3 D'ON0FR10 OR.. SUI TL 100. HAD1501, NI S3TI9), f01 SAFETY PRACTICES PRIOR TO PERTO&MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPEALY ATTACHED SIR DOCTORAL PANELS, BOTTOM CHORD SMALL SAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"` FURbISS A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINCERFD PRODUCTS, IAC. SNAIL AOT NE 0.(SPONSIIL[ 101 ANY DFYIATIOtl ►ROfl THIS DESIGN: ANT fAIIURL TO GaV! FE W. Cys �� '�i0 X99 .O TC TC BC LL DL DL C� fY. A L P I N E BUILD TRE TIUSSES IN CORFORRANCE WITH TPI; 02 FABRICATING. HANDLING. SNIPPING, INSTAILING ANO 1RAC1N6 Of TRUSSES. T:'1S DESIGN CONFORMS WI TB APPLICABLE PRO"I'DIS OF WDS (NATIONAL DESIGN SP FCIFICAiION PUBLISb[D THE AIR0.ICAR FOREST AND PAPER ASSOC1AiI0t) AbD TPT. AL PICC CONNECTORS ARE MADE OF 206A ASTM A653 GR40 &All. STEEL, EXCEPT AS RDTED. APPLY CORIFCTORS TD B r y * * BC TOT LL . L D . A)PIDG ��Inl7C1Yl� P $B!j gin ,CPr EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERI� DAANINGS 160 A•1. TOE SEAL ON THIS DRAWING INDICATES ACCIPIAACE OF PROFESSIONAL (N6ISEEN Ina RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS CONPONERi FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1911 SECTIDR 1. ` D UR . FAC . SPACING F Scale —.1875" Ft. 49.5 PSF REF R427--29250 10.0 PSF DATE 03/31/99 7.0 PSF DRW CAUSR427 99090006 0.0 PSF CA -ENG AEB/CWC 66.5 PSF SEAN - 117961 1.15 FROM E.0 24.0" This safety alert symbol is used to attract your attention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installerlbuilder, building contractorr licensed contractor. erector or erection contractor to property receive, unload, store, handle. install and brace metal late 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 to 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 or erection 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. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ;AtT,,USS'STORAGE CAUTION: Trusses should 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. braced 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. x A DANGER: Do not store bundles upright unless 1properly braced. Do not break bands until bundles are placed in a stable horizontal position. ®DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 4 Over 24' - 42' 3/12 1 7' 1 10 1 6 to the underside of the lop chord when purlins Over 42' - 54' 3/12 1 6' 1 6 1 4 4' Over 54' See a registered professional engineer 5' DF - Douglas Fir -Larch 1-1/2" SP - Southern Pine v HF - Hem -Fir 7' SPF - Spruce-Pine-Firci 2" 8' 108" 2" oO� �CPI.5q �ti Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 50" 1 4" togetherand cause collapse if there is no diago- 4 1' nal bracing. Diagonal bracing should be nailed 1/2" 2, to the underside of the lop chord when purlins 3/4" 2q• are attached to the topside of the top chord. 1 " 4' ° i [ L -45° 12 ,7-13 or greater B' s/ All lateral braces lapped at least 2 trusses. Continuous Ton Chord Lateral Brace Required 10' or Gr( Attachmi Requirec WARNING: Failure to follow these recommendations could result in o severe personal injury oradamage to trusses or buildings. A PLUMB I I Truss Depth D(in) 11 1 Lesser of D/50 or 2" Maximum Plumb Misplacement Line 1 T ±+/4' BOW Length L(in) Lesser of L/200 or 2" L(in) L(in) ..........::::::::::::::::::1::::::::::::::::::...... .................... Lesser of L/200 or 2" L(In) U200 L(ft) 50" 1 4" 12" 1/4" 1' 24" 1/2" 2, 36" 3/4" 3' 48" 1 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6, 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 T ±+/4' BOW Length L(in) Lesser of L/200 or 2" L(in) L(in) ..........::::::::::::::::::1::::::::::::::::::...... .................... Lesser of L/200 or 2" L(In) U200 L(ft) 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) . U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 FAWARNING: Do not attach cables, chains, or hooks to the web members. 60° so° MECH� less A INSTAL or or less Tag Approximately Approximately Tag Line '/2 truss length '/2 truss length Line Truss spans less than 30'. SpreaderBar Toe In SpreaderBar Toe In Approximately '/2 to 7%3 truss length Less than or equal to 60' Approximately Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- yary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar Toe In At or above 2 mid -height Tag Tag Line Line Approximately 2/3 to 3/4 truss length Greater than 60' Strongback/ SpreaderBar Y, to 3/, truss length Greater than 60' Typical horizontal tie member with multiple stakes (HT) Frame 2 truss of braced oup of trusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of 'Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A 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 multiple stakes (HT) Frame 2 truss of braced oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 Dol L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 21t4/2x6 PARALLEL , Continuous CHORD: TRUSS TOP CHORD ; Lateral Brac TOP CHORD DIAGONALBRgCE MINIMUM LATERAL;BRACE SPACING (DBs):; .: ' SPAN ;DEPTH : SPACING(l,Bs) #trusses ;; nal bracing. Diagonal bracing should be nailed SP/DF SP'F,.FH Filh Up to 32' 30" 1 8' 16 110 Over 32' - 48' 42" 1 6' 6 1 4 Over 48' - 60' 48" 1 5' 4 12 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 Dol L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 21t4/2x6 PARALLEL , Continuous CHORD: TRUSS Top Chord Lateral Brac Required Top chorda that are laterally braced can buckle logetherand cause collapse if there isno 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 al I braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmer Required 20 -ma 10 }.5 SPF 2. 2. O.C. `eso 01 9`L WARNING: Failure to follow these recommendations could result in r severe personal injury or damage to trusses or buildings` A Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- 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 -45° End diagonals are'essential for stability and must be duplicate. on both ends of the truss system. Frame 5 30° or greater Continuous Top Chord Lateral Brace Required 10° or Greater I Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. =45° 12 —� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine L�5 nr - nem-rir 4A6 L1y Q WARNING: Failure to follow these recommendations could result in se evere nprsrl nnal inhiry nr amo ana ttrne n ssar hniirlinnc Frame 4 srr - spruce-rine-Fi All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end,of the building and at 20' Intervals. Top chords that cre laterally braced can buckle togetherand cause collapse if there is no diago- nalbraciig. DiaS,,onalbracingshould benailed to the underaide+of the top chord when purlins are attached to the topside of the top chord. =45° 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 _/M of kegs 32 / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch SP - Southern Pine ao0� �ti . TOP:.CHORD SPF - Spruce -Pine -Fir Top chords that are can TOP' CHORD DIAGONAL,:BRACE togetherandcause collapse ifthereisnodiago- MINIMUM LATERAL BRACE SPACING (D8� SPAN PITCH SPACING(LB #trusses lapped at least 2 are attached to the topside of the top chord. trusses. UD to 32' 4 12 81 20 15 Over 32' - 48 4/12 6 10 7 Over 48' - 60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required _/M of kegs 32 / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch SP - Southern Pine ao0� �ti . I, HF- Hem -Fir SPF - Spruce -Pine -Fir Top chords that are can i� 5y QQ� togetherandcause collapse ifthereisnodiago- Continuous fop Chord nal bracing. Diagonal bracing should be nailed Lateral Brace —� All lateral braces to the underside of the top chord when purlins Required lapped at least 2 are attached to the topside of the top chord. trusses. 10° or Greater Attachment Required 1 �i I �B Or y�3S ii =45° Frame 3 ao0� �ti . laterally braced buckle ey �Q Top chords that are can 5y QQ� togetherandcause collapse ifthereisnodiago- 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. JFIDELIT'Y RIA T10RAL TITLE Co. And when recorded mail to: Building Division 47 County Center Drive Oroville, Ca. 95965 COPY of Document Recorded 15 -Apr -1999 1999-0016018 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, . and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: - Par-:�Pl_ 2 as shown on that certain parcel map filen in the office of the Ra(-,nr(ler of the County of Butte, State of California on April .25, 1.9196 . in Ronk 1.39 of Maps at Page 63, 64 and 65. pesen».ng nerefrom a Non -Exclusive easement for ingress and egress and for ptbli.c iitil_ities over contentment lane as shown on the Map referred to above. SEE NEXT PAGE FOR BETTER LEGAL Ir.. Date: 9 PROPE OW. NER Vernon H. K eni 016 State of California ) County of BZ111-0— ) On V before 4 personally appeared rsonall} known to me (or proved to me on the basis of satisfact4ry evide e) to be the p rson(s) whose na e(s) it/are suFc bed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized ca1 s), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted. executed the instrument. WITNESS my hand and official seal. LILLIAN V. MILLER Si};naturc G Seal: COMM. X1207947 �� NOTARY PUBLIC - CALIFORNIA Z SAN BERNARDINO COUNTY A.P.# 056-360-036 NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgement: .=i w -,., 1. Insert the lejeal description. of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: X6.00 Ist. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER Parcel 2, as shown on that certain Parcel Map filed in the office of the Recorder of the Countv of Butte, State of California, on April 25, 1996 in Book 139 of Maps, at page 63, 64 and 65. Reserving therefrom a non-exclusive easement for ingress and egress and for public utilities over contentment lane as shown on the map referred to above. APN: In - L 0 -- OJ 4 BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: -07 Proposed Proposed Use: SFD ❑ MH ❑ Res. Accessory ❑ Ag. Bldg. O Commercial O Industrial U Other: Zone District -1-M , General Plan: The Proposed Use Is: Permitted: _ Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: �1 Parcel Created By Map? No: Yes: Book/Page i Map Conditions? No: Yes. ,See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire revention Subdivision Map Front r�Q Side c7 Side, street —� Rear Height -- Parcel in Land Conservation Agreement? No: Y— Yes: , Check Use Parcel in North Chico Specific Plan? No:---"><' Yes: , Check NCSP Zoning Parcel in Floodplain? No-7i�L Yes: , Zone: ^ i Panel No.: DbOO f') Parcel in Enterprise Zone? Nom_ Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: S7r'2hQ-i) -PC�vc-e No C;xs 1BSL �IaA)e WO Reviewed By: Date: CHECK • •NS WHICH APPLY TOPARCEL- I BE PAID TO THE RUILDINGDlWsiotj UVLESS / . i ♦ / / —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall . be removed. Fencing for areas other than residential areas .shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground _4. Pay the required CSA 87 Trac and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid.. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12 _ 13 14 KABLDG014.FR.M FA lo/ COUNTY OF BUTTE - DEPARTMENT OF DEVELwOPMEJIT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO, APPLICATION AND PERMIT �-�— ASSESSORPAACEL NUM ER _zr `//l _ BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION A OWNERS MAS 5 ADD -I _ Ca . 9d3Sq 13 (m(xa� U AVS 7.1/2,06 RACTOR'S NAME TELEPHONEI.J 3 , O - C _TRACTORS MAILING ADDRESS Fireplace 5 CONSTRUCTION LENDER UNIOJOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ J'�.:oci)E] ARCHITECT OR ENGINEER ucENSE ND. Plan Checking Fee $ Energy Plan Checking Fee $ 3 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BLIILnNCAooaess 22 ctA.t PERMITFEE $ 5o PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISg NS NAME , ' / PARCEL MAP Solar or heat pump water heater 23.00 • _ T USEOFSTRUC'iJRE s _ SF�, rr� 'p� Ix u�,.:,oilehome ❑ Other SPECIFY Water piping 1 15.00 fS;OD Each gas water heater or vent 15.00 30•0o Gas piping system 1 - 5 outlets P P- 9 Y 15.00 .d0 Building sewer 15.00 S, Ob ~ TYPE OF WORK Nev., ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ QQ '� Describe Work: c) Je46'i1"► %�.C/V� c Mobile Home ISI GI W @20.00 + PERMITFEE g O Contractor ELECTRICAL PERMIT Filing Fee 20.'00 Main Service600V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) SO. 3.5c. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( SINGNG APPARATUS ) 8 LE OUTLET C10. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL Q .50Ex. Occup. OUTLETS PRESS. OR ( ) 5.00 Temporary Service 23.00 93.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor MECHANICAL PERMIT Filing g Fee 20.00 Heating 15-0 p Cooling 115"00 Hood 6.50 Ventilation ISO PERMITFEE i ' Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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' 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. "I"1 _ 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. Mobile Home Installation Fee $ Energy Inspection Fee$ r p� occ co PE TOTAL FEE $ 1a $q HA2. D. FEES IMP FLOOD CDF PARCEL PD ND ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. �� d WHITE•D.O.S.-B.D. CAN SSESSOR NK -INSPECTOR GOLDENROD -APPLICANT 0 ��' � w 'Z, �df iy Y r t t -COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER e V A. P. No.©SG- 300 -0? -0 Proposed Building Use S' a L .�vw.�A 3 &cj, Building lnspecto , yc6c Date 9 oq& 11 q -5 - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. �5. Hazardous Material Form. . ink 6. Energy Design Compliance and supporting documentation . ............... . 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and man fac urer's installation in tructions, 2 sets. ........... 10. Fees of$ gglo#3q a s �. P.. .............. 11. Impact fees as shown on attached schede. . 110 12. California Department of Forestry Ian a rovva / e .. . 13. Flood elevation letter (100 year floo y a i orn eer. ................. . 14. Sanitation and plot plan approval C', Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ...... equeT- 20. Pre -inspection for to Building lns ect p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. , ..................................... . 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. �( Telephone 93 -5(n0'-?, and hold for pickup at 'office. Deliver with inspector. Parcel rection ?/Z 7 f Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date. Plans checked by MA&Z Date Plans approved by Date Sets of plans on hold in File cabinet AP folder �� Copv - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE � (916) '538-7541 0 U PROPOSED BUILDING USE 1. SCHOOL DISTRICT FEES C` x (paid at District Office) ......................... 2. SHERIFF FEES (paid at Building Department) Residential...... x =$ 3 Go.O0 unit amt. Commercial (sqft) x - _$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office)....... ................... A. P. DATE__%T/ 1- REC. # DATE REC 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00......Mr` (paid at Building Department) 7. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. GZ _ APPLICANT i--� DATE / �S � l FA COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center. Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT�� 7 ASSESSOR PARCEL NUMBER 096-360-020(PORTION) ZONING TV111 BUILDING PERMIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 11355 HIII-CREST, LOMA LINDA 92354 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS CONTENTMENT*LANE, FORE RANCH PERMITFEE $ -ST PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 IAT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF J] Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New)p Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: 3 BR SF Mobile Home ISI GI W @20.00 PERMITFEE 1$ Contractor ELECTRICAL PERMIT Filinq Fee 1 20:00 Main Service OOOV OR LESS ( zooA oR LEss ) 23.00 Main Service ( 200A To 1000A ) 46.00 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, and my license ) is in I force andeffect.12 License Class Lic. No. D OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCUP. OR NS. ( 8 ACC. ) SD. 3.SQ FT. NEW C UTLEBUDS CONST. MULTI.OTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIS. ) Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL 30 EX. Occup. OUTLEEOTS (RES D.)Ea ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ith�those visions. ��' c. ?/-,7 X __ Date �L��_— Signature of Applicant - ❑ Owner Contractor ❑ Ag nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No.591 5(1--1 R5R1 7// I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER II '4 Permit APP � Applicant: -KOENIG, VERNON Permit Number. 95-2387.- Assessor Parcel Number: 056-360-020 (PORTION) Date: 10/26/95 The above referenced building plans were reviewed by this office., Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. PROVIDE LETTER FROM ENGINEER THAT TRUSSES HAVE BEEN REVIEWED FOR THIS• APPLICATION,,INCLUDING ADDITIONAL LOADING ON SCISSORS TRUSS IN LIVING ROOM. ALSO SHOW CALCULATION FOR LOADS ON BEAM BETWEEN LIVING/DINING .ROOMS AND SHOW TRANSFER OF LOAD TO FOOTING. 2:' PROVIDE BRACING FOR THE STRUCTURE PER SEC 2517(G) UBC OR PROVIDE ENGINEERING. 3. PROVIDE HEADER SIZES FOR ALL OPENINGS - INCLUDING GARAGE. 4. PROVIDE CONSTRUCTION DETAIL FOR ALL POST .AND BEAM CONNECTIONS. 5. ROOF PLAN SHOWING TRUSSES DOES NOT MATCH TRUSS LAYOUT SUBMITTED. COORDINATE. 6. PROVIDE MANUFACTURES LISTING FOR WOODSTOVE WHICH MEETS REQUIREMENTS -NOTED ON LAND DEVELOPMENT LIST. (ENCLOSED)' 7. WALL IS NOT SHOWN ON THIS PARCEL. PROVIDE WATER AGREEMENT. 8. PROVIDE STUD HEIGHT AND OVERALL HEIGHT OF*STRUCTURE. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER II LAND DEVELOPMENT NVIRONMENTAL HEALTH -PERMIT CLEARANCE sw7aony Parmit No. OWNERS 'n A.P. NAME: r L NUMBER: lJ� PRINT T NAMB F1R3T COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: D f0 13 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: 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: MAP INFORMATION: �iG G� �j� nr.G2 n A i, /,sLrc ,� �L•yt„ /f / 'fS �/J}—r�t✓� 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 _j_ 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. �0 1. Maintain a 50 ft. building setback from centerline of road. �• 2. Maintain a ?_ ft.building setback from - 3. Maintain a 100 ft. leachfield setback from all existing wells: r -,c c.",./ &44, -S o:= '900 �,✓ &gip;to- /`t N's .0 4r U: run Tu ,�itcvrn�� Jt �/lc'Gd ✓/t rL� Dc.wtnr�G �✓/f r!/� S� �/�� _ 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290..�- TH-/{-T /kKZ✓:2crn r9- / '7� /�,/LG 42'ra; C/ter-✓�,tuh..: �r�i�.: iv mer v� 7. Connect to a public water supply. �'-u lv✓ lc _ 8. Connect to a public sewer system. _ 9. 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 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. w 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amourifof $ ''='' ""`'as'stated in the Oroville Area Traffic Mitigation Fee Agreement. int to be amcb to dw PArrnrg Oh skrL _ 14. 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. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 1 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. ). 18. 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. _ 19. 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. �o 20. 'fid s/ if )a 21. /L'Iy4- Ar _rte / c�a D Ct,,•e� sal e Y 23. /VJ S�!/1l�C� ��aTs �� -7-rn "vx- S I -A4 le Cv- k 24. L,✓Si/Kc. S/r �^ �.ic 'Civ G p.c %Sl/CI f uil (cn- ..r^t�� �;.wufe,� s r�ri��G,. f J� 25. A� /5--(J iCe-z,1 O,,Z A/e Svc C'�.ccr�L 1wX� _ k 26 '0/4 dc�G�/rY AM WN013A30 aNV1 3IMS 10 A.LNnO3 5661 Z 0 130 MOON p//✓ QO/a-/LGG�L (%r✓li � �� LUC- /Y�L/�'i /i�� � u:/ i /�'L/YL G y/ OWNER Koent GENERAL RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 8/91 Bldg. Permit # -/ S%238 7 A. P. # OU,- j(,C -- 0Zn fit• Plan Checker r1q,.�lr,-7 Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. Plans signed by designer. Proper description of work on application. l� Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map, (noise, CDF fire sprinklers, non-comb- ustible, and foundations). - 7. FAU & FAS road setback. X. Building or utilities across lot lines (Record form). FLOOR PLAN �1! Complete to scale plan with.dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'O" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. 1�3�Smoke detectors (Sec. 1210). 5kPlumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 10 Standard bracing or engineered design (Table 25V) �/. Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. fi: Three story building requiring engineered calculations and plans. ,X Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. f.2 Rafter ties or bearing ridge beam. Garage door or porch header -sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. . Special Inspection required. ,J 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS I•TEMS TO LOOK OUT FOR �. Stairway details: landings, rise and run, head clearance, handrails .(See. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation —protection. ,,81. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side '� including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. X. Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. 17. CDF responsible area requirements. h _ + CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... House for Vernon Koenig Date........ 09/29/95 Project Address........ Contentment Lane - Forest Ranch Documentation Author... Marty Runnells Building Permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -95217S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence GENERAL INFORMATION Conditioned Floor Area..... 1671 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Ty Floor Construction pe.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-19 0.065 PLAN FRONT, LEFT, KNEE WALL, BACK TO GARAGE, RIGHT Door R-0 0.330 TO GARAGE Roof R-30 0.031 TO ATTIC, VAULT Floor R-19 0.037 RAISED FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 72.0 0.760 2 Drapes.Std None Yes Metal Door Front (E) 20.0 0.570 2 Drapes.Std None Yes Glz<500-o Window Left (S) 17.5 0.760 2 Drapes.Std None None Metal Window Left (S) 40.0 0.770 2 Drapes.Std None None Metal Window Back (W) 22.0 0.760 2 Drapes.Std None Yes Metal Window Back (W) 40.0 0.770 2 Drapes.Std None Yes Metal Window Right (N) 42.0 0.760 2 Drapes.Std None None Metal THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorVert Yes 18 4.0 HEARTH CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... House for Vernon Koenig Date........ 09/29/95 MICROPAS4 v4.02 File -952175 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence Equipment Type Gas ACSplit Tank Type Storage HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .61 EF 40 SPECIAL FEATURES/REMARKS All Fenestration Products shall be Viking, Aluminum Framed, or equivelant. External Insulation R -value w r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR Project Title.......... House for Vernon Koenig Date........ 09/29/95 MICROPAS4 v4.02 File -952175 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Company. Address. Phone... License. Signed.. date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... (916) 894-8466 Signed. .i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... House for Vernon Koenig Date........ 09/29/95 P t Add CL rojec L. D ........ on04- f.- ane Forest Ranch Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 . Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.02 File -95217S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence Lowrise residential buildings subject to the Standards .must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. _V *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ►/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... House for Vernon Koenig Date........ 09/29/95 MICROPAS4 v4.02 File -952175 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans _V 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004;, ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no"electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch._ 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot '< 150 Btu/hr.) . LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. �_ COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... House for Vernon Koenig Date........ 09/29/95 P t Add C rojec L ........ ontentment Lane Forest Ranch Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -95217S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence Energy Use (kBtu/sf -yr) MICROPAS4 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 13.15 13.21 -0.06 Space Cooling.......... 14.39 14.89 -0.50 Water Heating....... 13.23 12.51 0.72 Total 40.77 40.61 0.16 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1671 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Raised Floor 1 14023 cf 1671 sf 1671 sf 0 sf 15.2 % of FA 8.4 ft BUILDING ZONE INFORMATION Floor Area Volume Zone Type (sf) (cf) (Package E) # of Dwell Cond- Thermostat Units itioned Type Vent Special Height Vent Area (ft) (sf) HOUSE Residence 1671 14023 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... House for Vernon Koenig Date........ 09/29/95 MICROPAS4 v4.02 File -952175 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 388 0.065 R-19 90 90 Yes None PLAN FRONT 2 Wall 247 0.065 R-19 180 90 Yes None LEFT 3 Wall 41 0.065 R-19 180 90 Yes None KNEE WALL 4 Wall 242 0.065 R-19 270 90 Yes None BACK 5 Wall 73 0.065 R-19 270 90 Yes None KNEE WALL 6 Wall 156 0.065 R-19 270 90 No None TO GARAGE 7 Door 20 0.330 R-0 270 90 No None TO GARAGE 8 Wall 262 0.065 R-19 0 90 Yes None RIGHT 9 Wall 41 0.065 R-19 0 90 Yes None KNEE WALL 10 Roof 1380 0.031 R-30 0 0 Yes None TO ATTIC 11 Roof 301 0.031 R-30 90 14 Yes None VAULT 12 Floor 1671 0.037 R-19 0 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 21.0 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 2 Window 2.0 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 3 Door 20.0 2 Glz<50o Hinged 0.570 90 90 0.88 0.78 Drapes.Std 4 Window 28.0 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 5 Window 21.0 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 6 Window 17.5 2 Metal Slider 0.760 180 90 0.88 0.78 Drapes.Std 7 Window 40.0 2 Metal Slider 0.770 180 90 0.88 0.78 Drapes.Std 8 Window 10.0 2 Metal Slider 0.760 270 90 0.88 0.78 Drapes.Std 9 Window 40.0 2 Metal Slider 0.770 270 90 0.88 0.78 Drapes.Std 10 Window 12.0 2 Metal Slider 0.760 270 90 0.88 0.78 Drapes.Std 11 Window 21.0 2 Metal Slider 0.760 0 90 0.88 0.78 Drapes.Std 12 Window 21.0 2 Metal Slider 0.760 0 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 21.0 3.5 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 2.0 1 n/a 7.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 20.0 3 n/a 7.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 28.0 4 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 21.0 3.5 n/a 1.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.0 5 n/a 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 6.67 n/a 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 3 n/a 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... House for Vernon Koenig Date........ 09/29/95 MICROPAS4 v4.02 File -952175 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence Mass Type HOUSE 1 InteriorVert THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value System Type HOUSE Gas ACSplit e 21.0 0.59 R-0.0 HVAC SYSTEMS Minimum Duct Efficiencv Lncatinn 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WATER HEATING SYSTEMS Location/Comments HEARTH Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 .61 40 SPECIAL FEATURES/REMARKS All Fenestration Products. shall be Viking, Aluminum Framed, or equivelant. External Insulation R -value R-0 m HVAC SIZING Page 1 HVAC Project Title.......... House for Vernon Koenig Date........ 09/29/95 Project Address........ Contentment Lane Forest Ranch Documentation Author... Marty Runnells Building Permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -95217S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -1671 SF- Residence GENERAL INFORMATION Floor Area ................. Volume ........ ............ Front Orientation.......... Sizing Location............ Latitude ... ...... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1671 sf 14023 cf Front Facing 90 deg PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 8588 3915 Glazing Conduction ............... 7586 3983 Glazing Solar .................... n/a 7095 Infiltration ..................... 7976 2407 Internal Gain .................... n/a 2100 Ducts ............................ 2415 975 Sensible Load .................... 26565 20474 Latent Load ...................... n/a 4095 Minimum Total Load 26565 24569 (E) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 1\ CDF FIRE SAFE REQUIREMENTS I S _3 � � r __; 4P - AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field - inspections will be made by the Butte _County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner: Driveway Standards l 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appirteZant structures which supple- ment the roadway bed•er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. } 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of ver -ti- '.�l curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning / radius of 40 feet from the center of the road. {�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. [`(y 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page .1 - � � —'ZO AP- # 7 - PERMIT # /wti// C_; " [/2"� N E 1273.10 Turnouts. Driveways exceeding 150 feet in length, but �f less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates /] 1. Gate entrances shall be at least two feet wider than / the roadway it serves. ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels lucre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from i►1] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a'landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction :or fi_ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements . [ j If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed lot of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Nardi -Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials' - 2--e Date Signature Page 3 of 3 LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: --�) A -y L CU t-? Address: AP#: COUIItYY of SUr'''E BUILDING DEPT Job No: OCT 0 5 .IQQ Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 2540204 LONGFELLOW LUMBER CO. 11 Quality Truss Design! Roof & Floor Sy 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 - FAX (916)893-0140 . (800) 678-0112 Important Information. for Users of Wood. Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the Job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. ❑ 'Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install root sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, -the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut.or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. Scale: 3/32" Job: 1KZ2942--LF1AHLtb KAbLA Cbnel / I 1 cc A.unmwn TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. AVA THIS DWG. PREPARED FROM -COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.n c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Ln REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ru 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w (V fU UI O TI 11-0-0 -- -- --------.. - - 11-0-0—.--- - `�..--.-------__---. _--- ._._._.._---- OVER 2 SUPPORTS R=11501# W=3"B R=1150# W=3"8 2 -1 —.F.1�l1 3.8' CA/0/1/0/-/-/F Rev 17.1e SCALE o 0.25UU PLT. TYP.- ALPINE DESIGN CRIT UBC **IMPORTANT)E9iAIP11E EIIciIEEnrn 1+nolwcrs. Ills. WARNINGTnUSSES UOLIME FNInEMF. CARE ss/ �NI TC LL 30.0 PSF REF R427--52057 =3r_-1 17J Cl r-1 C]1: M0T BE PESP1YISIFILE FOA AlIf ❑1 MAIIOLIIG. ERECT 1011 A110 Q R� W. ['jy �.f�^ TC OL 10 0 PSF DATE 07/31/93 OFVIA1101 FPOM MIS nESlrl OP IrtSE SPECIFICAUInIS. on All BRACIIG. SEE MIB -91 of 1P1. SEE MIS OESI.11 �Q�• �A V� . L1 1 =1 1"-1 f =1 IAllllnF 10 FIIIILO Illi TRUSS 111 CUIIr0"MA11r.E WITH 05108 Of IN. Fon 4[10I1I01AL SPECIAL PEn MAIE/T PnACIIIG nF 4~ y� BC OL 5 • O PSF ORW CAUSA427 93212501 1.:1 I �'1 I::1 1-1 AI"1110 I:I)111P;I:IInS AIW MAGE Or PnGA r+AIV. SUR 14FE111K ASTM o11TnF.WE111S. 104.ESS 011M..PWISE InICAIED. IOPI r^ -D 1: -.1 1 ::I C7 A446 614 it I.fCr.Pl Ar. 11111fil. A1411 ( III .". Willi PEn OMOIIOMPCnUO[I !o. C043845 F— BC LL 0 0 PSF CA—ENG M ,N U. I'� ALPINE 1.-1 IIN15% A141 101LESS Ot10-IIMISF LUCAI[P Ullt IIA''UF.SICITSI l loll LYwAT1AC11EO PL(WOUD SUFA1111AG. ropmu10115 PFn bnAMII1f.S.1aU, 17U C 1Gp6•F. IIISII:11 Slf•IIIUn115 Nltll FvtOt+E{rt.Y 11Uf.11E0 nIG10 CE ILIIIf. -- SEF, [�•, G}i97 * TOT. LD. 45. 0 PSF 1--� r� L_1 1--1 00111 RPM W/APPI ICAMIF PnoVIsIO115 or 101s r. IPI. All FIIGIOUll'S ALPIIE IECIPIICAL UPOAIF. 11/1/911 Fon rnOPF.P ` 1 15 IIIIIIIIIIII III III II I III TRUSS 11115 )EVE I or MEC fl' C1Y�` OUR. FAC. CI C.1 ..-J L. I :1 1; .1 C.=] 1.'1 [_.1 C: .1 11AUI111. All SIIALLlI11111•14 "11FS 0E111111111nU101111110AIII1(11111E"L"11 OESIGII TO It"" LIIECItOI CUI/FACTOR'/IS O�\� fOf CA���� SPACING 24. 0 •_•,IPI IIIUSS VLAIC 111511 1111r:. In15 . 19!11 IIAIIOIIAL DESIGII SPECIFICA11011 FM WOOD C011511111CT1G11 T2 32' PART GE THIS DxG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTI TOP CHORD 2x4 FL #1 :T2 2x6 FL 02; BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (0) THIS OUTLOOKERS F TRLISS GABLE AREAE ODTO SUPPORTPORT SIDING LOAD NOTRTO EXCEED IQQ PSF. REFER TO DRAWING 3.027.999 FOR GABLE FILL OETAiLS 6 REGUIREO BRACING. 3Xt =3 **xLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR+Iwx CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH THE REOUIREMENTS OF I.C.B.O. AESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. ALL.PLATES ARE 1.5X4 EXCEPT AS NOTED. 11-6-2 20-5-14 (0) 4Ro I k- —64 32-0-0 1 6- 32' -1 OVER 2 SUPPORTS RA1479# Wa3'8 R=399 Plf W=10'3"B o p p p o 0 C� .1 C1 C= p C= p C= p Cm O p G po ALPIN t= E= TRUSS o 0 C= Cm [_ x*IMPORTANT** 1P76 E"�"E�'I° PRwucra ns WARNIN!_`TwsE4 6EOU[IE EI,RIPE CARE 51 -ALL NOT 61 RISPC SIOLf PCA AF.f VIN WML(06 ECEC110H 411) MYCA110rA FROM THIS CUM OR THESE SPECIFECAF10113. OR AI1f SR1C111G. SEE HIB -01 Of IPE, SEE W75 CESIGII FACLUPE TO EUILO THE 161154 F11 W0PO4HAltE 4r7H 05106 8Y TPI. ICA AO01ICOI:AL SPECIAL PEPMASI-111 SRACUO RE ALPUSC CORIECEMS. AM KWE OP 2OGA OALV.. STEEL MEF 111140 ASCO OUMAIIII6. OLEOS OIHCRHISE TI.DICATEIA TOP AU6 04 6 EA'VT AS IDTEO. APPLY C0111EC1ORS 10 [LCIS FARM Or CMRO SMALL HE LAIERALLI WCEO LITH PR0eEf1 RLECS A111) 1AAES6 0114E.W3SE LOCAtED Oil rMIS M16R. P95I11011 Lf AtTAUEO PLINOCO SREA:HIIY. 60TT04 CROIIO CQPIECTORS POR ZPASUCS 170. 150 i 100A;. OiST611 S1AI21IlOS 9111111 PPOPIE" 411ACKI) RIGIO CE1L111G •- SEE CpWORR SlAPATCAOLE FRJYEStbO CF IA13 4 (Pl. AH E4'..)1.EER'6 AtPENE IECWIICAL IFOAYE (7/1/911 FOR FWER SEX OH YH1S ORARIMi APPLIES TO OE COIPC41"T CEPICTEO IERE ORfHLLL APPLimicr1, r1A11Su A COPY Oe T111S AM U! OrA.Y. ASPALL NOT OR FELLED u0p1 10 mi( 0r1ER HAr. )CSt6IS 10 THE TPIASS EPFC1101? CQI1TPAcco. T2, ' TC LL 30.0 PSF REF R427- TC OL 10.0 PSF DATE 10 SC DL 5.0 PSF ORN CAuSR42 3g45 X91 * SC LL (U) 0.0 PSF CA -ENG MID PSF IIEIIII�III�II�' OQ� OUR.FAC. 1515 r rr en�� . n TRUSS NFR. n a c fn 0 N v Job. iFODT--FOOTHILL LGFQ / T3 32' TOP CHORD 2X4 FL 81 BOT CHORD 2x4 FL 81 WEBS 2x4 FL Standard : W5. W7, W8 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.0" O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5 =3 THIS M. PREPAREO FROM COMPUSER [NPU! 1LOAUb G UIMtNbLUrfbP bgMJ4111LU oF_lmuao nrn [7 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. c N (U) 10� PSF BC LL CHECKED PER UBC CRITERIA. 7D a CALCULATED HORIZONTAL MOVEMENT OF 0,35 ' DUE TO LIVE LOAD � AND 0.1.7 DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.24 EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.49 T3 ' B3} _fie' 16-0-0 16-0-0 i-6- 18-0-0 T 14-0-0 OVER 2 -SUPPORTS R=15608 W -3"B R-i56O# W=3'8 - 1 r'.— Lr'int... C=3 0 0 o C=3 =SHALL O O C G1 O O O O O o c o o O p O O O LPI E [a TRUSS � OO O t� O O C=3Q t= - • vr� • uv NGIFElIED PHC"TS JOC. **IMPORTANT* NOT DE AWC44 IfLE FOR ANY DEy)ATimi Farm iH)9 amicrN ON THESE 6FECT11C1TIU6. OR AOT ►AILOFE TO NIA[lD 11G tPLSS IN CIIWOWTAI4.'E Nt71Tf 09100 fR IPI. ALPINE CD'U4CIOA5 ARE HIDE OF 209A 90Lv. STEM MM19 3 LrtH A445 6A D EXcEP1 AS WED. AFFLT [4111ICTM5 TO ERCP FACE OF UNGS ANO LIILp9 O1IEMISI LOCATED OII TI115 DESIGN, POSITtGII COOAC10gS PEA OW AIMS 530• 190 L 1604-F. OESIG9 STAWAN4)S CdUFCf✓tl n/pPi IICArI1[ FFMISIMS OF Na9 L IPI. AN [14)OEER'6 WAL CH TRIS OOLMR4^ APPLIES TO r1E CeMONE9/ OEPICIED FERE YT OJLV. 04) SHALL 1D7 BE PELTED 1P01/ If AIR OUER 1141. - - WARNINGrgLSSF 1E01196 EIIAIXE CIRE OQ�O 11: luxoLl:n, ErECI tau All 89ACI1C. SEE 1418-91 81 IPJ. SEE THIS [EST AA TO AID2111111 SPECIAL DENW1tEHT 6A4C [Ir 9ME EATS. LQIESS OFitETMM nIDICUE4 r CHOTO 5"LL DE LAIMLLT INAXID IfJ1O •�%j,1D^� LF ArLL[Ko PUTICOD 61=AT1tIq. COTTON CII 6'Qgl * WITH AWAEOLT A:ILSNED RIGID CEILJ06 -- - E* LLPEINE 9(00101. IPPME 17/1/0I) FOP 1HOF DRMAM APPLICAIJOti. Ft1RI15H A COPT rr 1105 4? C1 EpQ DESIGN TO TK truss twat 71 C0111PAC•Iet. SLFICATIGR FDO 4000 =4STG�CTr0, CEC TC LL 30.0 PSF TC DL 10 .0 PSF BC OL 5 .0 PSF BC LL (U� 0.0 PSF TOT • LD. 45.0 PSF REF RA DATE ORW CIU CA -ENG IM11 11 OUR.FACi. 1 . 15 SPACING 24 • 0" a --TPI - JPJS5 PLATE WS11NTE. IDs - I 111ArJ00AL ocsrGtr to 111 v E,n (31, o, -4 50208 0.1875 --76979 D/02/95 -o 127 99275507 X11 D i I I�ullillj1� 1. / y .100: tr Vvl--r Lw.aALL LOKI / 14 6ArFl LUMN TOP CHORD 2X4 FL 11 BOT CHORD 2x4 FL f1 WEBS 2x4 FL Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 424.0" O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B, 0 TO 15' ABOVE GROUND HEIGHT. *i -*DO NOT TURN TRUIWEND-FOR END � - 3XE =3 1nAJ UVO. t-MCF-AMtu rKtJM LTJWUftH LWLIT (LUAUS 6 UMNSIONSI SUBMITfEO BY TRUSS FIFA CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS of I.C.B.O. RESEARCH REPORT #2949. c IU) 10 PSF SC LL CHECKED PER UBC CRITERIA. �o A CONTRACTORS -WARNING' ^1 THIS TRUSS IS DESIGNED TO BEAR AND/OR.SUPPOi' ADDITIONAL LOADS V AT SPECIFIC LOCATIONS: PARTICULAR CARE IS ADVISED DUR`INGc_ to INSTALLATION TOtENSURE THAT THIS TRUSS IS ERECTED PROPERLY. LA N ' v Ln Ln O to • -- 26' 6 - 16-0-016-0-0 32-0-0 1-6- 10 3 OVER 2SUPPORTS A-1203# W=3"8 A=1917# W=3'8 7-A PLT. TYP - ALPINE DESIGN - F Rev 17.3s Sect: E502011875 o o q O G7 po o Jm 0 0 o J� c o 1� Q O C� O C:7 O q C� O OLP INE G TRUSS O Q Jm 1= C� o � **IMPORTANT*wlPUJE Em"EEIIED PPO=ts. I-- SRA1L 1101 at AESPdISEL4.E !pR A71Y MIATICH FRN THIS DEGICN 00 THESE 2-MIFICUMAS, OR AJ1Y FAILUOE FD BALD WE T"I IB COR�OPIW.CE 1719 OSM BY IV I. ALDTLc ccf.TFcTos Am t1JDE or 2o6A DAm 51EEL IEETM 4STR AM 0R B 00:EPT 4 tiono. APPLY corsECTOR3 10 UCB rACE OF IRul AID VUSS5 O'MPHISC LOCIMP OH THIS QUICK o05IION aOUNECICAS PER ORpIT" 130. 150 O IJ0)R-F. DESIctr STU4WVS NYAMVAQE P US10JIS Or WS 6 IPl AN EPO"JOER'S SEAL CfJ THIS w/x"Ji AMEES r0 ME COHPOWERF CEPICrED wE m Oar. AND SKILL NOT BE RLIED LPX? EIS Ain DINER PLY. +--iD1 - TPUSS BITE IOSTIIUTE. los - IS01 DATIGUL DESIGN WARNING "Ll JEaUTTEECMoll DARE Dl HNYILTr10. EPEC710'1 AN BR/CHET. SEE 1118-0! BY IN. SFE TK[S OESI FOP Am1TIOM16 SPMTAL VE00JENT BMIDD ODtK EUTG. O!d.E55 ormu15E :norcmeo, CHOAO 3UALL BE LATEPALtt BPACEO 91TH iY AtTACKV PLY1r030 SIELl0r14.. SOFTON C Mr1H FOOPER/ AlUDIED 41GEC CEILIU3 ALPINE IECJBIIUL MATE 17/1/911 F0O ORJ114C1 APELICAlT011 FUWIISN A CCP/ Or THISsODUR DESICH ro 7Hc IR1ss uccllof coarw.ctcR. SPECIFICATION FOO MOOD COIS1PUCTIUH Q,0 QQ C� �C� r � �3SA5 97 �I �' 1 F TC LL TC DL SC DL 9C LL (U) TOT.LO. L0. 30.0 10.0 5.0 0.0 Q5.0 PSF PSF PSF PSF PSF REF 8427--766981 GATE 10/02/95 ORW CAUSF1427 95275509 CA -ENG MO t!r 1111111111101pillC011FOR1 IIT .FAC . 1 . cJ SPACING24 .0' Job: (WIIITE--KEITII WHITE) / T1 32' COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. cl TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 33 A 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w w 0 1— Ln I -n 0 w m v m 3 =3 �N�� 16-0-0 _,� 16-0-0 �N� f g---- -- 32' - -j OVER 2 SUPPORTS R=1600# W=3118 R=1600# W=3118 PLT. TYP.- ALPINE DESIGN CRIT UBC CA U - - r Hell 2/.IQ tIL.ALt - U.lo/L. O C= O O O C= C� = OATRUSS C.1^ 1-1 1--1 1'l C7 f.� — *GEPPRODUCTS. **IMPORTANT*SHALLHOTBERESOHSIBLFDR ANY OEVIATION FROM IHI9 OESIGH OR THESE SPECIFICAIIOIIS. DR AIIY FAILURE 10 BUILD THE TRUSS III COIIFOPMANCE XIIH OST88 BY IPI. ALPII/E CONIIF.0TOPS Af1E NAOF OF 20G4 GALV. StEFL I/EEtIIIG AStN A44G GR B EXCEPT AS INI1ED. APPL'( C.0IOIECIOnS 10 EACH FACE OF IIIUSS A11An.ESS OII1F.nXISF. LUCAIEn DIl THI911F.SIF.11, POSIIIOII vEN URAXIM:S 13U. 150 6 IGUA-F. INilfll $IAtIT1AlU1S N/APPLICAOLE PROVISIOIIS OC HDS 6 IPI AH EIIGIIIFEn'S SEAL 011 11115 URAXIIIG APIIIFS IO 11E C6WO (111 I1F.P ICIF.D IEnF. IN QALY. AHO SHALL HOT OE KL1E0 UP011 III AW OIIICn XAf. RGIg1S!REEKIREME CN „AHOLIHGERECTION AND BRACING. SEE HIB -91 BY IPI. SEE THIS DESIGN FOR AOOl1IOHAL SPECIAL PERNAHENt AnACING nE OUInF.NE1115. IItA.F.55 Of11Em115F: [IUIIC.AIED, 100 CIIOnn SNAIL TIF. 1-AIEnAILY BnACFII X1111 LY Al1Ar411 PI.YX000 SHEANIIIIG. POTION CHOP) Mlill I'IIUI'Eltl.f AllAl:l R'D nif.ill CFILIIIf. •- SEE ALPIIIE IECIUIIrAI. UPHAM 11/1/!111 F1m Pill) ,L-' OnfXAl.l AP1I ICA11014 F-JIU41SIl A I:OPf of HIM IICSIrn 10 111E nuts EnECII014 C011THAa°n' Q SS10N�� Q• CHy 4 M o.C043845 IAS43191 f L.10. ��OUR.FAC. l�%F QF CAt�\ _ TC LL 30.0 PSF TC DL 10.0 PSF BC DL O PSF BC LL 0.0 PSF TOT.LD. 45 O PSF_F.011FOUN REF 8427--73435 DATE 10/28/93 DRW CAUSR427.93301503 CA -ENG MD�1/t�C01111F.C1Un5 1.15 ,I PACING 2A—O,—_____--_--�__ - Inll :; PIAIt. nl:ll In IF.,_ Nll:i - I'M HAIInI1A. UESIrft SPCr.II'IC.AIHITT 1'tln XI1f1I1 F.nN:InHr.11ull Scale: 3/32" .11-..1...1 111 — rr I..— c4n1 / Y. »• rnII1II1nn TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. ..._. _.._ roue= TCD C"1 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.n c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 33 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. v A RIGI.D CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" 0. C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w N N UI ' O TI -0 -0 .-' - - ---'-- ----�- - 1 1-0 -0— 2 -- OVER 2 SUPPORTS R=1150# W=3"B (A2) R=1]50# W=3"B 'LT. TYP.- ALPINE DESIGN CRIT UBC CA/0/1/0/-/-/F HeV fi.ie SLALt - U.c7UU **IMPORTANT**ALPIIIE EUGIIffEnED PAODUCIS. 1111. WARNINGIr1o5SEs nCOU1nE EXIFIEMF CARE SSIQ,y/ '!� TC LL 30. 0 PSF REF 8427--52057 DATE 07/3]/93 t-.3 [=1 r] O SIIALI. IIOI BE QESP141S1DLE FoA 4l1V 111 MAIIDLIIIG• EPEC T1011 ""Q Cl. ,F W• Cy �.f. TC DL 0 PSF DFVIAIINI FPoM THIS nESIGM nP THESE SPEC: IF ICAnnuS. on AMY BDACMIG. SEE MIB -91 B! IPI. SFE Ill. DE Si �Q� 10 _ ORW CAUSF1427 93212501 L --j f_:] 1-:1 f -I FAILIIIIF 10 BUILD IIIF (PUSS III Cflnr OnMAIK,.E Xlill OSIBB of lrl. FOn AOUIIIOIIAL SPECIAL PEnXAl1F111 SPACING nr �+ BC DL 5 • 0 PSF 1_.1 1-;1 f:':1 1._l AtN11C. 1:111n1El:lnnS AM MADF Or 20GA GAIV, SIFEL MFEIIll6 ASTM 011MEME1115. IOA.ESS nIIIEOMISE InDICAIEO. 10" C^ 1y^ A CA -ENG M r^• C-:1 IC:1 1 :.1 C.1 A446 C•D 11 I.CC.Er•1 AT. 11111[11. A-111 f C0111IEF.InD^. In EACD FAC[' of CIIOnD SHALL BF. LAIrnALLI, nnArEn X1111 Pr1oPEn r =043845 BC LL 0 0 PSF U-7.1 ALPINE 1-1 MISS' A141 IOILES5 O11ClIXISF LUCAIIII {Al IMIS �VFSIGII, POS111011 LY AFIACIIED PLYWOOD SIIEA111111f• BOIIOM CIIUnn to. L_:1 rolurF.I:IrAIS PFn nnAXIIG,S . 150 F IGOA•C. IIISIfdI SIf.INIAnOS XVII rV10PE11LY 11IAf.IIED RIGID CE IL IIID -- SEF, * W. 43x97 * TOT. LD. 45 0 PSF II t•7 C� f r0100PM X/APPI ICA PP PPOV IS11VIS or OLPS C. IPI. All EIIGIIIF.F.n'" ALPIIIE IEC4011CAL UP11AIE 11/1/911 FOn PFIOPF.n p ` i 15 IIIIii III I III I I III TRUSS =1 51 -AI IPI IIl1C1 IIPAXIIItl Al -14 10 Alt.. COMI•o11f111 OF.PICIFO IIEnE IIIIfNAII. APPLICAl1011 fIf011511 A r,Orf Of IVIS ,Pl CIM• \� DUR.FAC. . 1'`JII f—I 1--I 1f I '-' " "':1 P--1 r—I r-1 a--1 C-, Irl HOA I, AIAI SHALL IXII nE nC I.ILD UP011 111 AHI( O111En MAf, - - ----............ _._._.. OESIGII TO 111E TRUSS LIIECIIOII CUIIIIIA CIUn. _ ......,�...�� �,. ��„ •"„�I1n„ Fpr CAI� spArMr. 24.0" oI•i f' .rob: (F 32' PART TOP CHORD 2x4 FL #i :72 2x6 FL 02: BOT CHORD 2x4 FL f1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS -9S TABLE 7.3.3. (0) THIS AREA OUTLOOKERS F TRUSGABLE AREATOSUPPD TO ORTPORT SIDING LOAD NOT EXCEED PSF. REFER TO ORAWING 3.027.999 FOR GABLE FILL.DETA�LS & REGUIRED BRACING. 3X( =3 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NF1 n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**x a c CONNECTOR PLATES (BUST BE INSTALLED IN ACCOROANCE WITH THE En REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. m „ (U) 10 PSE BC LL CHECKED PER TIBC CRITERIA.ru ALI.PLATES ARE 1.5X4 EXCEPT AS NOTED. to 11-6-2 20-5-14 (0) µ><o i-6 32-0-0 32' _t OVER 2 SUPPORTS RA1479# W=3'B R=399 Of W=iO'3"8 p p Cm [= p C= ATRUSS C= C= C= E_ x*114PORTANT**LLPIIIS E14114FALO PAOGUC SL UX WARNING',, REOUI16 EYIREPE uwE SIOLL WT BE RISPGLSIM FOR AM IM HATDLI00, ECECII011 4110 0.rytA1IOl FPCH THIS CESIO71 OR THE6E SPECIFEWIGIIS. CA A11f BPACIIG, SEE NIB-Ol Of IPI. SEE IM15 CESI011 FAELVIE TO EUIIO TOE MWSS Ip C0I1F0R4AHM /ITN OSfO6 8Y TPI. FCA AODTIIOI:AL SPECIAS PEPKAM_IIf BRACIIA PE ALPUi COOKC+ORS ATE ALDI OF 2= MY. STEEL OEFfUG ASI4 CUIOEOMIS. WASS ONIEPOISE TLOICATEO. TOP AA46 00 B EMPT AS 1EITEO. APPLY COIPECIORS IO [LEN FACE Of CMRO SHALL BE LUEA&MY EALCEO If1TH PRO -EP 17169 A110 LPLESS 011EWISE LOCATED 011 IMIS MICR. POSITION Lf ATTACIEO PLYAOCO SOEA:M14. SOTTW C47110 COOECTURS PGA TIW3.*CS 130. 170 L 16OA-9. WSTCM SIAINI-i OS YI13 PPOK V ATIAOr0 RIGID CEILUIG •- SEE COITGIW O/AMICABLt FROVISIb17 OF IAS t IPI. All H4031-EER'S A PIMB IECI911CAL LP+OATE (I/1/011 FOA PAO:ER SM ON THIS OPANIW APPLIES TO THE COMP&EIAT CEPICTEO IE4E ORfPALL APPLICAT ItrI. rMUS- A COPY 0' THIS UI O Ll. AID SPALL IDT OE MUM VPOI IN AW OfIER HAV. OISISN 10 TIE TPIAS EPECIIGIP COITPAC10. TZ I`.-.,. Cp.o'jC� TC LL 30.0 PSF REF R427 TC OL 10.0 PSF DATE 1 BC OL 5.0 PSF CAW CAUSR, 5�g7 BC LL (U) 0.0 PSF CA -ENG M TOT.LO. 45.0 PSF �Illlllf}IIII�I) OUR.FAC. 1.15 I II'fI 0.1 N v un 0 m JDtr WORT --FOOTHILL LOR) / T3 32' TMSC TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL 61 WEBS 2x4 • FL Standard : W5. W7, W8 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS 024.0" O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0" O.C. MUST BE PROPERLY ATTAC4iED TO THE BOTTOM CHORD. 5; �3 THIS M. PREPAREO FROM COMPUTER INPUT (LUAUS G U1MtNbLUns1 SUTH4Allt4t aT Inubb T•Irn n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 62949. c (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. b CALCULATED HORIZONTAL MOVEMENT OF 0.35 ' DUE TO LIVE LOAD AND 0.1.7 ' DUE TO DEAD LOAD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.24 EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.49 Eu V cn (n 0 v T3 16-0-0 16-0-0 1-6- 18-0-0 T 14-0-0 1'-6- 3 0 OVER 2 -SUPPORTS R=15606 W -3"B R-i56O# W=3'8 PLT. T LPINE CRT UBC C -/-/F Nev 1/.Js SCAB - U.Iti/a 0 O O 0 G o O C=3 G' 0 0 0 o O c E= O la 0 o E=) ' p ATP IN TRUSS C7 G C=3 t --).--TPI O o G d E� 1a [� EIIG11EEUD MCOJCTS. W. **IMPORTANT* SBALL MT BE RESP(/I91BLE FOR ART oEYlamt rRrlt'IM9 OMIG14 D9 THESE sPECTr1cATED's. OR AUT FAILVE TO BI.[LO IMG TPASS IH Criva MPACE 193M OSTBB BY TPI. AtpgIV CDDIEClM5 AM wDt Or 209A 1aNLY. SIEEL IEEtIM7 &SIM A/4[ CA B EILIEPI AS t>DTED. APPLY COROLS iECTTO EACB FtGE Of Wss AHD L1ILE99 0111EMISt LOWED 07 T9ES DISIGx. POSITUN collActOP3 PER OP1�11GS 130. 190 C tGDA-F. OESIG9 STAOOAMS 000FCOM A/APPUCABLE MTI[S[OIS OF IRS L Wt. AN [1101 UEEB"9 Sat ON TMEs OOARFIo Amus TO MF CO1a0011 OEMCIEO HERE 1H OA.Y. AIO SHALL IDI a PELIED UPON tH Al" ODER 114Y. - IMIS5 FLARE IASIITUTE its - I90I IMIIDUAL OEsre11 WARNINGIRLSSES FOIJUL E EIIAV-E CARE I9 tuxalro. EPEc119u AU BRACINT. SEE "IS -91 DT 1P1. SEE 1M75 CES[ FOR AWIT1014L SPECIAL OEOV.VEOY yIAC [Ir 91UM4EMIS. (NESS OFItERNT� 711D[ClT[A CMM SHALL BE LAtfULLY BRLffO K110 Lr ArU068 PLYWOOD RIi1111Elq. BOTTOM 01 99TH APOPEO.T A: 1(G1ED 9I610 CEILI9O -- _ ALPDIE 1EC4RICAL 1POME 17/1/01) FOP MOF OFTNUL APPLICAIID•I. FU11N[91 A COPY Ta 11'JS DESIGN TO TPI rRJSS [PELT101 COIIIPAC•1t1• SPECIF1CITtCH ran ROOD Ca1STrucTla• Q�0 p �.r� . Cy yC �°,o � A r,43SAS 6,AyI * C Cl `QQ` TC LL TC OL BC OL BC LL (U) TOT . LD . 30.0 10.0 5.0 0.0 4�J . PSF PSF PSF PSF PSF REF R427--76973 DATE 10/02/95 ORW CAUSA427 99275507 CA -ENG NKD �s' ' I I 77 f)W J91 OUR.FAC. 1 . i5 SPACING 24 • O„ ...... ....– –.. ........ ......w....-.. .......r .. .....n w nv te.— —1 Job: F4 GANI TOP CHORD 2x4 FL ff BOT CHORD 2x4 FL Of WEBS 2x4 FL Standard CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER PER NOS -91 TABLE CONTRACTORS WARNING: 7.3.3. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. to N ATTACHED PURLINS ®24.011 O.C. v Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.011 O.C. MUST Ln BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 MPH, EXPOSURE B, 0 TO 15' ABOVE GROUND HEIGHT. ***DO NOT TURN TRUSS END FOR END.*** 3XE =3 16-0-0 32-0-0 16-0-0 1-6-0 i' -6-O OVER 23SUPPORTS R=1203IE W=3"8 Ra1917# W=3"8 O C= p C= [= CI 0 o c= o p O O t= p C= G f= o �ALPINE� a TRUSS C=3 0 p p C= C= c= I= vr*IMPDRTANT*wLPI"E ELWIIEEOED CPDDNCTS. INC. SMALL NOT BE AESPOICIIEYA: folk PIT OEVIATI0 FFON THIS DCSICaH OR HESE SPUIFICUMM DR PIT FAI LOPE 10 WILD UE TALES IB COWOPMWLE V77H OSMD NY 7Pt. ALPILC CCNECIDDS ARE HIDE O► 2DSA GLLY. STEEL NEETII.G ASTR AM GR B VZM AS NDTED. APPLI COMECTORS IO EAca FACE OF TRUSS AW VUSSS On4EPHISE LOWED OH 11115 0169411 POSITION 0011VEMPS PER DFLU .S 170. 15D C 160&-F. DESIGH STUOMS 00I1fOFN N/APAIICAQE pmllsttt15 Or Ins 6 1P1 AN EDulfAm 'S SEAL CIL IRIS CNLOA/G AP.ttES fD TIE COW04EIII CEPICMA HERE III MY. AND 6WLL WT DC FEL1E0 Wal M AM OWER VAX. I' --A 0 0 -i w Se . E 50 J1 1875 :F 8427--76981 4TE 10/02/95 IW CAUSA427 95275509 A A -ENG ND if, , jn�} u111111101111111111pil L - r rtuv 1 / . JD WARNING,oj5S 5 RF.7U7AE EE7FEH11 C""QQ,O �C� TC LL 30.0 PSF EPE (H limMi+10. CT IO' BRACIM. SCE 1116-01 07 IPI. SEE TKIS OESI P,0 TC DL 10.0 PSF FOR AWITICIM. BVEYtg PENNA'EHT SPACIIn r Br. DL 5.0 PSF OUtteWHIS. W.&ESS OnEN1SE MrCAIEO. ChGA0 VILL SE LATEMIlt SFACEO MITH �g945 tk 8C LL (U) 0.0 PSF LY AMCHED PLYVMC SKtTO1IG. BOfTmI C 6'A47 NITH FoOPEPLf aiuc ED 430t0 crILI113 F04 T. LO. 45.0 PSF ALPINE fECIVICAL UPCAIE 17/1/911 FWWIISH A CCPf OF THIS ) 1. 45 DH1I14LL APKICA11011 S f,pQ� / I OUR . FAC. ISPACING 24.0" OESION f0 IHC RUSS EFECTICII CONIPACtGR. N SPECIFICATION f00 NC00 CCIKIPUCTION 0 0 -i w Se . E 50 J1 1875 :F 8427--76981 4TE 10/02/95 IW CAUSA427 95275509 A A -ENG ND if, , jn�} u111111101111111111pil Job: (WRITE --KEITH WHITE) / T1 32' COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. Fn v DO 3J =3 16-0-0 ^,� 16-0-0 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE In REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. D A 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. ^3 v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w �S �-- - 32' — OVER 2 SUPPORTS R=1600# W=3"8 R=1600# W=3'18 _0* PLT. TYP.- ALPINE DESIGN CRIT UBC CA 0 - - F Rev 17.1 t= O o O O O O t� C..] O 17-1 O O C= O O O O O O. C_-3 C� O C== ALPINE 0 C I_.I IAN C.T J L� r-1 **IMPORTANT* TIE ENGINEERED PRODUCTS. IIIC. SNAIL. NOT BE AESPO151BLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE 10 BUILD THE TRUSS IN C011FORMANCE WII/1 OSTBB BY IPI. ALPINE CONIECIOnS ARE MADE OF ?BOA GALV. STEIL MEET11G ASIN A446 GR B EXCEPT AS NOTED. APPLY COIVECIOnS 10 EACII FACE OF TRUSS AND 1411.ES5 O11Em+l SF. LOCATED ON 11119 DESIGN. ro5111011 CONIECIOnS PER DRAWINGS 130. 150 6 IOOA-F. IIISIGN SIAIpA1WIS Co ronW NnrnucAlaE rnov151tW1s lu Ims s IPI AN F.u6 nIFEn S Oil 11115 DRAWING APPLIES 10 TI IE C6N1.OIII111 IIF.PICIF.I) NENF. IN 0111.1', AIG SIIALL 11111 BE RELIED UPON IN ATI+ UltiEn MAY. WARNINGTg1155E9 IT EXTREME CARE In HARDLIIIG. ERECTION AND BRACING. SEE HI8-91 BY IPI. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE DUInF..ME1115. IWA.ESS OTHERWISE tlptCAIED, TOP CIOnn SIIAIt IIF. I.AIFnALLY RnACrn Willi PINIPE LY AIIACIIFfI PI,TWOOII 51EAi11111G. DOTIUN GIOIID Willi 14101'E1E,1 AIIACIED RIr,III CFILIIG .- SEE ALPUE IE CI41N;A1. IODATE ty I/ nm rnorrnSEAL OR+WAIA APIT.ICA11011 r�nO+IS11 A roi Nr IVIS ULSIli11 In )IIF. 11111::5 EfIFr.I1Rl! CONIIIACIOn. SS10* Q '��� �Q4' �• CIy' 'yam X']~ '� Ary I� r- A lo. C043845 * [A�. 43191 * X 1. )V II• ^��� /�%f \�Ql` C �� �A`' TC LL 30 . 0 TC DL 1 0 0 BC DL 5 0 BC LL 0 • 0 T0T.LD. 45 0 OUR FAC. 1. 15 .,IPI - Innsc nLAIr. In;lllnlF. 1105 - MOI IIAIIrIIIAI, ur::IGN SPLCI+U:AIIOU rnn 11001, rmisnRlr.nuu �Pnr..trlr, 24 n•I w 0 1+ In 0 w SLALt - U.Id/' PSF REF R427--73435 PSF DATE 10/28/93 PSF DRW CAUSR427.93301503 PSF CA -ENG MW,A PSF(IIIIIII�JII�IIIIIIII�III�IIIIII LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERSA.P. NAME ! Jerno' NUMBER PRINt LAST NAMEIRST L ADDRESS/ LOCATION: tx toe M '— -r COUNTY ZONING DESIGNATION:_ - FLOOD MAP: / _ _ FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED:y RESOLVE PROBLEMS PRIOR TO APPROVAL- PARCEL PPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: 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: MAP INFORMATION: DATE OF RECORDING: LOT 2 BOOK 3 / PAGE (,03 '&.S7 COMPLIANCE WITH OLD SU IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V'NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BUILDING DMS/ON UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 R building setback from centerline of road. —2. Maintain a ft. building setback -from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all e)asting 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. Conned to a public water supply. —9. Connect to a public sewer system. X10. 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. 5�� ��9 M Co3-�S Fo2 Cc�ND��toNS _ 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. Payment to be made to the Planning Division. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte' County Code. _ 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. U. sss� � G add LD 6198 FORMS\BLDG PERMIT CLEARANCE 04/05/1999 18:14 9098242509 Al-,)t'..H REMY T EL. NO -5';,, S -"J VERNON KOENIG PAGE. 01 1999 To WHOM IT MAY C0NC:FRH; This is to confirm that Jim Crane is cz ikittiorize"d is my Agent to -sign any and all doc.ument.- nc.,ck,assary to pfcwesr. 'thc builOing permit application and septic - on the parccl I own (411056-360-036). He i a iilso 4utht?rjv_(A to 811$tl incl submit thfe."Agrlct.Ortival Stat emetic of Aclicnowledvment. for Rogidential S 1 t /Ir v C LAND DEVELOPMENT BUILD NI G �� /ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Budding Permit No. OWNERS '^Verplo-,-,NAME: V I NUMBER: PRINT ST NAME FIRST - COUNTY ZONING DESIGNATION: ��! Z_ FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: 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: It MAP INFORMATION: /-1L Gr /-1 '4'- DATE .r 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 \4 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. So 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a W ft.building setback from - S�r�G� /fin bra 2 3. Maintain a 100 ft. leachfield setback from all existing wells. u/goo A -L& In/ 0&'07v 1-tyky a v, Aesvrnc'n Td Picw!/701 &t "' A-/JG'a VA-rzr DdewL'Jj/G LA.ip-tUh- 57URAty 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.. Ak �iL 7 ids /Lvo ✓R t'� 7 -H -/(-r /Vac/r26-* rle- //WG 429'0, C/a#- v i fr. •^ v� �y�.: iv o�e% a� 7. Connect to a public water supply. wu 8. Connect to a public sewer system. 9. 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. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 9161355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount "of $ in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be nude to Lha Planning Division. `4 ` 'as 'stated _ 14. 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. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. , X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. 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. _ 19. 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. \4 20. !Gd S/ T� ��Sps/vATiv� 4211,-bek%ti 12141 y SL�s��vx� /6 21 C) c (-f Uri.- de-&- t ct2-V ale- s i0 22. % z: �iyeu� s� l e {v cc /f 5— 23. /* /000/--S s' k 24. L,✓sli Ski �^ <�vG �Gu G o,� %S Gc> cv�lon- �r^�i� Gve� sires c •A4 k 25. 2G �✓uW/Yy dam/ �Oi c<rL a"'ZI V-0 /6' Loc/a-r 19 ii✓ ravr/flll2Gy �� z%. / //7L�Y✓%'-i 5 L/% %yL Y -Alajing 30 ALNfa100 5661 t 010 0 MOON LD 9/95 - CAWP5 I TORMS. K\BLDGPERM.CLR