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Home My WebLink About025-340-027COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 No. APPLICATION AND PERMIT oZ�JERYIJ 1/ D ASSESSOR PARCEL NUMBER 095-240-083 ZONING AT) BUILDING PERMIT OWNER WOW " j1/2 qO!2 0000 —1664 SO. FT. OCC. BUILDING VALUATION R 89-856-0.0 . OWNERS MAILING ADORES ry) OROVILLE CA 95965 SIMMM K LN 976 11 10-369-00 -100 CONTRACTOR'S NAME OWNFR TELEPHONE 704 q-159-00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $438 43 BUILDING ADDRESS Energy Plan Checking Fee -LOT PERMIT FEE $ NO. SUBDIVISIONS NAME PARC MAP P64 -is PLUMBING PERMIT Fling Fee 20.00 Each Trap a 7.0063. USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15, op Each gas water heater or vent 15.0015.00 TYPE OF WORK New ❑. Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW STN , .F FAMTT Y Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.0015.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 UE Main Service p A OR LESS 23-0023.00 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 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ?DOA TO ,000A 46.00 NEw CONST. OW EwNG OCCUP. OR ADDNS. ( 8 ACC. S. SD 3.5¢x. NO"ONROESID. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OURET CIR. EX. OCCU OUTLET OR FIXTURES O I' BA0 50 sa Ex. Occup. OUTEETSA RESID.OEA 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. ❑ 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 he above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c mply with t ose provisions. p X Date -/ —0 p 0 2 Signature Applic - ❑Owner ❑Contractor ❑Agent An OSH ermit is quired for excavations over 60" deep andemolition or construction of structures over 3 stories in height. IQ -TPh 1 4 MECHANICAL PERMIT Fling Fee 20.00 Heating 15 00 Cooling 1.500 Hood 6.50 Ventilation PERMIT FEE S 65.50 Mobile Home Installation Fee $ Energy Inspection Fe1$46.00 occ CONST. TYPE R3 T AL FEE $ 1531.43 IHAZ. D. F I'll O CDF PARCE This permit is hereby issued under of th utte Cou Code and/or ind' ate a fo 4ich fees have By PERMIT EXPIRES ON 3 the applicable provisions Resolutions to do work been paid. � Date are Receipt No. WHITE-D.D.S.-B.D. C -Q OR PI K -INSPECTOR GOLDENROD -APPLICANT ' r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 5 1 `�Af;SES'O96A !!l�� APPLICATION AND PERMIT _ PE MIT NC A.'.SESSOR PARCEL NUMBER /„n�,� � a /�C}�JIJ �� zNGa � a BUILDING PERMIT OW Ey R r � ELEPNO \\-=�\iL CJ� SO • FT • 9.9 C. BUILDING VALUATION OWN S MAID SS CONTRACTOR'S NAME CONTRACTOR'S MAIUDRESS CONSTRUCTION LENDER. LENDERS MNUNG ADDRESS ARCHITECT OR ENGINEER QARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS NO. LOT NO. 1 SUBDIVISIONS NAME P�. 1 �h PARCEL MAP )SH —I 7 USEOFSTRUCTURE �,��/C • SF Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New 1 Addition ❑ Remode Utilities 13 Installation ❑ Other C]Describe Work: —0 *PEPAIT FEE PAZO SRA_ SHERIFF OTHER AAkbVNT RECEX"b •fir �,� 3� �3l TO N !VT ZPfTp COM/VTEpt PERMIT FEE $ /(2,L)/, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 U Ventilation -N Ill, < .. PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ .�� GDNSj.,TYyE TOTAL FEE $ r I NAZ. MqM,� O CDCEL l •VKNjD1ASj This permit is hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date PERMIT FEE S / 1L.15- Fireplace ELECTRICAL PERMIT Total Valuation $ ilin F 000V OR LESS OR LESS 23.0 20.00 Main Main Service $ i$ - _ .... Energy an C ing Fee $ _ PERMIT FEE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 ' Building sewer 1 5.00 ' —s, MobileMobile Home _LS I G W @20.001 PERMIT FEE $ /(2,L)/, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 U Ventilation -N Ill, < .. PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ .�� GDNSj.,TYyE TOTAL FEE $ r I NAZ. MqM,� O CDCEL l •VKNjD1ASj This permit is hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date PERMIT FEE S / 1L.15- ELECTRICAL PERMIT Fling Feel 20.00 Main Service 000V OR LESS OR LESS 23.0 Main Main Service 200A TO 1000A 46.001 NEW OCONST. R AODNS. ( OWELLING OCCUP. & ACC. BLDS. _ NEW CONS NON-RESID. MULTI -OUTLET Marurrs @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Occup. OR RNRES 1.00 SOEx. BAL 1O Ex. OCCU WTEOR ounETs RES1D. EA � 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ /(2,L)/, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 U Ventilation -N Ill, < .. PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ .�� GDNSj.,TYyE TOTAL FEE $ r I NAZ. MqM,� O CDCEL l •VKNjD1ASj This permit is hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date r-.r.......,-.�..�,.y,,,r...,z.-.r... •T+�^_rrY ..rY'ri�+.. "!a»_^�.�.f!„-r.'•rwr^"n—��.lr'�-µw rr.+--.`..r+'i-.-.�w-..-_�_�.yrJ'�-�- r-�w'.-.�. +�...T-...zvw\.. _ E.H. USE GAILY' Plof Plan Aftachod yt" Floor Plan A shad Sam to B.D. - TO: ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L-, qjj rA Owner Location AP# Plan Approved for: Sewage Disposal- Water Su ly: P blit Private Well Clearance for dwelling. Other N Hold final for: Final clearance O.K. for: (VOTE: nvironmental Health Specialist Date 8/96 'IRV ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:� � 9 1�---�40) Com' ASSESSOR PARCEL NUMBER ' V c G Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. fl 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. f, 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By '08. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... 0'12 Hazardous Material Form ................................................................................ ❑ 13. Other 01 Zaining items needed to issue the permit. (May require additional plan review upon receipt of he f llowing items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings .................................. ......... 16. Sanitation and plot plan approval from the Environmental Health Department in T—/ 2-❑ 17. of Chico Plumbing permit......................................................................... ❑ alifornia Department of Forestry plan approval ❑ paid. Sent by:............... 002Planning approval for (A) Use: O (B)Parking: ( Parcel Check: ) . j '20.. Contact Land Development about ❑ Improvements, rainage.....stru ..... pro ...y 0 3Encroachment Permit for driveway from the Public Works Dept. (construction approval pri to ccupancy). Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, 0 -Mailed to owner) ..................... �ILetter of Signature authorization.................................................................... !� Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. E isting violations and/or expired permits ..................................... :................... ❑ 3 _c Grant De d, ❑ H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ther: 2 I' fU en issued Telephone 33 oZ 8 �.3' - ` `J and hold for pickup. I have been informed of the above items and requirements for obtaining a A. buildi g�et�tttit:--- Ln�? Applicant: 4%% _ �y Date 1. Index permit apf iicationtf6the above items numbered: ; k Plan Check Letter 2. Additional items re Contractor, designe , ownei' as advised cf the above data by phone, ❑ mail, ❑ counter, by -Date: _ 103 Contractor, designer, owney, was advised of the above d ata b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: - i� Plans approveby: Date: Structural reviewed by: Date: - Structural approved by: Date: Note transfer by: Date: . .. - Yellow: Buildine Droision \,� f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE • frwm A.P. # ,nis. o t& 033 PROPOSED BUILDING USE ev DATE a __61 RECEJPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ �- Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 1 a aG - SCHOOL DISTRICT FEES Y ` (paid at District Office) (Available after Plan Check) V3. SHERIFF FEES (paid at Building Division)— 12/ ...................... _ I Residential x $360.00 — $ D ✓ t/ '' Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) lT 7. RA FIRE INSPECTION AND PLAN CHECK JV$89.00 (paid at Building Division) '8. -WATER TENDER FEES (Battalion # _) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking,process. APPLICANT DATE // 0 — 0 -?' Pursuant to Government Code V tion 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) 025-240-083 03-0603 HZ HOLZ} WAYNE i ' '' ..� FAVORITE CT.; OROVILLE ; Cont: SQUYRES, WILLJ,AM FIRE SPRINKLERS COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 F}ERMIT�. (Rev. 12/96) . ,t� - APPLICATION AND PERMIT �7' (1 /�U ASSESSOR PARCEL NUMBER > 025-M-083 ZONING AR 2 1/2 BUILDING PERMIT OWNER n I < �, Z TELEPHONE 533-2833 SO. FT. OCC. BUILDING VALUATION OWNER'S MAI NG ADDRESS ' 300 Surmvbr6ok Lane Oroville CA 55965 ACTOR CONTRNAME 11 11. I,. T COM ORS MAIUNG.AD E(SS C �N t ( L CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 4t1 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 15-10 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $109-10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: for Permit # 02-3116 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home ISI GI W1 @20.00 —Mobile PERMIT FEE S { - C / rw v V �►� f ♦ 1 �.� rn r.-) ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo AOR IESS 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 ' kT•fu 11 frate3 and effect: "Lu .�.+ 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 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 ifI should become subject to the workers' compensation Ihqvisions of section 3700 of the Labor Code, I shall forthwith comply with th evisions. Iv t X J 1, IDate D v _ Signature of Applicant - ❑ Owner A.Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To 1000A 46.00 NEW CONST. DWELLING OCS. SO OR ADDNS. ( 8 ACC. eLOS. 3.5¢FT. EW NON•REOSID. MULTI.OUTLEr 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex, Occup. e20 @ I:w Ex. Occup. OUTLETS A61D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 109.10 HAZ. D. FEES ffS ip This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for hich fees have By PERMIT EXPIRES ON applicable provisions to do work been paid. f Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT hL ° 1t NOTES RESIDENTIAL PERMIT NO. 483 02-3116 ` // �,I� HOLZ, WAYNE — Li 0 2LLyVo GGA M� �FAVORITE CT., OROVILLE ` NEW SINGLE FAMILY b Z A 1eax� AV M ~ ' as SPECIAL CONDITIONS ,z is CHECKED BY SRA r•.Y, �LOOD CERTIFICATE REQ. p. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY ' Address oeo GAS �� Meter By , Datl/� 4 ELECTRIC I t Meter By Dilate Meter ByD- ate A ELECT • # i _ Meter By Da bool i� JOB FINALED (Date Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. oning-Setbacks-Easements-Flood-Slope Q_Etef , oils-Elec. Grnd.-// t/" Ftg. Depth [tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. P -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. 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 Date ELECTRICAL (Permit) OK except #'s 16. Insulation Eiziwe & Transformer Clearance -Ins. Protection Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM G (Permit) OK except #'s uip. Ground made up w/Mech Fasteners -Bond Gas & Water 1; -'Water Htr.; Vent -Access -Combustion Air Baffle 2 Appliance Circuits in Kitchen & Conductor Size GFI 1 !ter Pipe; Test & Anchor -Nail Protection Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI .V; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Ir1edfated Neutral O Yes 0 No 23. Fire Sprinkler; Test 3 ' 4 ur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access &Platform if Furnace in Attic Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Eiziwe & Transformer Clearance -Ins. Protection Date Elec. Receptacles Spacing -Lights & Switches at Doors Card B-1 Date Card B-1 ize Boxes & No. of Conductors Stapled UZ15mex Installed Close to Edge of Studs & C.J. 8. uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Ir1edfated Neutral O Yes 0 No rvice-Riser Conductors & Ground Main Disconnect 3.,9<Uip. Clearances Panels-Motors-Mech. Equip. A A . Clefftes Closet Light -Shower Light -Spa Liqht Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ucts Insulation & Support V an, Exhaust above insulation eg'cpdensate Drain & Overflow, Size & Grade D Datek 3 ' 4 ur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access &Platform if Furnace in Attic Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors 4 , 4s Studs -Nailing Spacing & Braces -Plates -Sound 43 earing Walls over Girders & Floor Nailing 44. Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 aders & Beams -Size & Bearing 1 Date FRAMINGdContinued) 44,-P-1-ing. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shtinq.-Rtnq. or Type A Flue -Fireplace Throat Clearance 507 Att�ess; Size & Romex Protection -Draft Stop -Ins. Baffles W`Bqrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framinq-RC Channel 54!Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection hP#vbod on Roof Overhana-Attic Vents -Rafter Outriaaers 10 es -Drip Screed -Fd. Vents-Underflr. Access 19!GI g Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card 13,1 Date Card B-1 Date FIN!L(Plans) OK except #'s 64- Ext. Steps -Door & Sidelight Protection -Landings 6�oke Detector 66. Furnace Vents -clearance -Comb, Air-Connector- _lp-earage; Above Floor-Ducts-Mech. Protection 67. Be room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 69. 5Wc. Trim & Subpanel, Breaker Sizes & Labels airs & Rails 7>4.Fireplace or Stove, Clearance -Hearth 72.-.,F;1ec. Outlets at Wood Panel, Int. & Ext. 73. 't. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 Elec. Outlets & Receptacles at Kit. Counter 75. Perage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. garage; Above Floor-Mech. Protection 7 . PI lec. & Mech. Equip. Listed for Location 7 1 c. Receptacles in Garage (F.F.I.)-Romex Protection 80 nsulation-Foam-Looked in Attic 81. Xard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83o,456ing Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters O Yes O No 84. >tOcco Brown -Finish A. . Unit Disconnect, Electrical -Plumbing 8 . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 ater Well, Disconnect, Electrical, Plumbing ^� 18.,5irterior Elec. Trim, G.F.I. Receptacle -Underground Vegtilation Throughout House M,norrectionf from Previous Inspections 92. gles Te eters Tagged, Gas -Electric 5 / W er & er Connected -C/O to Grade -HD Approval En Compliance Certificate -Other Certificates 9 Ads Posted re Sprinkler 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: J=OK 4. 0 = Not OK Date NotNo AppliReadyble MOBILE HOMES = 6. Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Utility Clearance 3. Sewer; Location -Test -Fall -C/O -Concrete 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances_-Grnd-/ /Amp -Concrete 1. 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 2. 7. Well Clearance & Disconnect 3. 8. Utility Clearance 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Carports; Windows -Doors Card B-1 Date Card B-1 Date Electric 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 Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged 1. 9. Tie Downs -Type -Installation Cert. 2. 10. Exits; Insp.-Sketch 3. 11. Cert. of Occupancy 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1- Date Card B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements .. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 11/18/03 17:03 SACRAMENTO INSULATION 4 7431096 NO.180 D01 CERTIFICATION OF INSULATION ADORE S;13k BRAC'i,..:::'::`::' W w_ :...............: ....::;,.:::........: WAYNE BIRKHOLZ LOT # FAVORITE CT. ic OROVILLE IA ETftN:TD,0U(LDIN G PRODUCT&.... _. 1309 MELOOY ROAD, MARYSVILLE, CA 95901 LIC #202026 605 S. AUBURN STREET. GRASS VALLEY, CA 95945 LIC #202026 3881 BENATAR WAY. SUITE A, CHICO, CA 95928 LIC #202026 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 X DATE INSULATION COMPLETED: 11-12-3 SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF. ff�SUL;Aft01V,:.. ;:•:. TYPE OF.:I;WS:4�LATIO:N;`;:::::;;;::':; ..: ` TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS. FORM BATTS FORM a; 11ATTS 1 BLOW FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUfAGTIIRER'.:.:. •::. MAN:UFACTURER : ':MANUFACTURER. - CT OC KN CT OC KN CT OC KN BACs R -VALUE INSTALLED ................:.....:.............. APPLIEQ,7NJCiCNE$�5.;:, .... Rrt/AkUE : �NTALp<': .. ............ _.. :.;APPLIEO;:i FH.fGKNE5:S:.;, .::.'. . .•,sQuar?Faor �'VALdJE1NSALLED APPLIED THICKNESS 13 3 Y2 38 12" 14°14„ •KNEE, INAL.LS;.IF..R;l',VA I$`OTHE;R.THAf!�: ALL&ABOVE MATERIAL FORM... .. :..... . R VALUE MANUFACTURER FIBERGLASS BATTS CT OC ICN IR`I,N.FICTRATibN'SEALANT; MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM THIS IS TO CERTIFY THAT INSULATION AND OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE - I LA7N CONTRACT TITLE MANAGER DATE 11.13.3 SIGNATURE - GENERAL CONTRACTOR REMARKS TITLE DATE COUNTY OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERM11T NO. APPLICATION AND PERMIT �Z 4 r f 4 ASSESSOR PARL'EL NUMBER 0 _i �i i ZONING An 7 9 ,) BUILDING PERMIT _ OWNER ". - TELEPHONE "- R t ea �" '�'a .OWNERS MAILING ADDRES S t t a�a�� SQ. FT. OCC. BUILDING VALUATION 1664 89 856.00 576 U 10. 368,00 _ CONTRACTOR'S NAME - - - --- OWNER •TELEPHONE Lairloy1 c l CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEERS UCENSE NO. - Filing Fee $ 20.00 Permit Fee $ (� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ZR -1 BUILDING ADDRESS TT _ Energy Plan Checking Fee $ PERMIT FEE $ S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap q 7.00 USEOFSTRUCTURE l SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 15 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MW SIDLE FAMIx.Y Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 .00 Mobile Home ISI GI W @20.00 ' PERMIT FEE $ 1.43.00 ELECTRICAL PERMIT- Fling Fee 20.00 Main'Service "..ADR.:: 23.0023 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 Profes•=ions Code, and my license is in full .force and effect. License Class , z Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI, 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.) A 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 sU,bject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with ose provisions. n X _ Date -i% - V 2 Signature of Applica - ❑ Owner ❑ Contractor ❑ Agent An OSHA�rmit is-6quired for excavations over 5'0" deep and demolition or construction of structures over.3 stories in height. R . ! Main Service 200A TO ,uooA 46.00 NEW CONST. r DWELLING OCCUP. SO p OR ADONS. ( a ACC. BLDS. `3.5¢Fr. 78. 4O NEW CONST. MULTI.OLm.ET NON•REslo. @7.50 POWER APPARATUS • - "'- a SINGLE OUTLET CIR. su @ 1.00 Ex. Occup. ounET OR FDnURES BAL @ .so MED1 Ex. Occup. oinL rs AES,6 °FR -a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 12l.4& MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 1 Cooling Hood ' 6.50 Ventilation ".,50 q .00 PERMIT FEE S 55.50 Mobile Home Installation Fee $ Energy Inspection Feed $ 4b.OU Occ R3�i1 CONST. TYPE Vpj f TOTAL FEE $ 1,L31.43-/. HA 0. FEES IMp dV OOU CDF ,..w. pARCEI HD' ISSU This permit is hereby issued under the applicable provisions of the -Butte County Code and/or Resolutions to do work indicatedrabove for which fees have been paid. ,,(/� 2 /^"/�u/G J By 3 1 ate PERMIT EXPIRES ON Date rr Receipt No. 1A/AZ10 tS7 - -7 / _. 1i� T b WHITE-D.D.S.-B.D. CAMARY•ASIS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: / . -C Received By: Cj Date: 3 A.P. #: S ' �Z) 3 Permit #• 2 — 3 /�� Time: 00 ContactPhoneNumber. d-&- 3 Purpose of submittal.- 0 ubmittal:❑ Permit Application Data Item ❑ Engineering , ❑ Plan Revision 4PZequested by Building Inspector or Correction Notice - Inspector's Name: Rn, ❑ Requested By Plan's Examiner- Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call . and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: P 546.00 Receipt #: 3 ? 5 9 6 6 ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ' w (I e- 's�1 i Building Department artment No. A.P. Number v^� _ " + Jurisdiction: Clry ®County Property Owner (� f �jrn Q _ 61 r16 n) Z 092-D o6 Property Location/Address (J Voir 1 1e— 0 (o"yd U 0 0'e, - c Subdivision �,,. Lot No. .................................................................................................................. I Residential Development Sq. Footage / No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # `' 'iCommerc alllndustrial `` �� *.t New Building Department Representative '(No foundation inspection): . :................................................................................................................... Sq. Footage l Addition School District Personnel) (Including Exterior Roofed Areas) Date District Identification No. W — OF I Ow d it U K (o rA 41 INh School District certifies that t,/� (Ve, (Applicant) r Q� i X33- 2_0 33 (Street Address) '(Phone Number) 9DY 1 Re, (City) (State) (Zip Code) has complied with the requirements of Resolution No. {O5 - representing District JW4 square feet. by payment of $ - 41 o AB 2926 $ FULL MITIGATION $ Date Paid by Check # W z:2 r Remarks: I 7,tJ (—^ CD /-\wLin C -N 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:imposit,ion of the fees in any court action.. If, subsequeritIto tFie�School'District"Representative signing this Butte County Schools Impact.Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), , this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicantl, Yellow (building department), Pink (school district) feeform.xis (10/98)dmm N 02/06/2003 14:08 5308460490 MITCHELLS BUILDING M PAGE 01 195 WASHINGTON ST, GRIDLEY CA, 95948 FROM: MITCHELL'S BUILDING MATERIALS PHONE (530) 846-4409 FAX (530) 846-004491+0 DATE: PAGES: :a.. 02/06/2003 14:08 5308460490 02/06/03 THU 14:26 FAX 5308854840 1911, MiTek' Octobei 5, 2000 MITCHELLS BUILDING M PAGE 02 TROJAN TRUSS COMPANY Q001 MiTek Industries Inc 3037 GOLC CANAL ONIVE SUITE 230 RANCHO CORDOVA CA 95670 USA FAX (9 16) 631 822E TELEIWONE (9+6)671 78'.1 Trojan Truss Company P.O. Box 65 County Road 25 between 99 West and 1-5 Orland, CA 95963 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top card is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o. c. truss applications with greater than 3112 pitch, If you have any questions, please call meat 1-800=772-5351. Ry/ek c'Tv� — alto vi L C�— PROJECT PROCESSMG RECORD Applicant: I "��1 Y,��1C� f -7— Owner: A.P. #: o , a - o� > Permit #: —3// Work Description: Date Description of Step or Status ') --2 - ) '! � 0-,� -�o = - VA nam (Z40 January 30, 2003 Wayne Birkholz 300 Sunnybrook Lane Oroville, CA 95965 0 r Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-240-083 Building Permit Number: 02-3116 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAI. COMMENTS: All setbacks are to be shown on the plans. You have a 25 foot setback from the left -west / - - property line, 20 foot setback from the front -north property line, and 30 foot setback from right -east and- rear -south property lines. C�arovide an erosion control plan to the Land Development department. They can be reached t 538-7266. Previous plan indicated a wood stove -these plans do not. Will a wood stove be installed? I';�p Provide location of HVAC system components. If FAU is located in the attic, provide a letter from the truss engineer that trusses have been sized for this location. J/0 Do the windows in the dormers open in to the house? If so provide a construction detail, provide size of these windows and include in energy calculations. U`�--- 6. Revise energy calculations for the correct orientation of the house. The front of the house faces North, not South, the left side of the house faces East, not West, etc. STRUCTURAL COMMENTS: None — structural items corrected and corrections made to plans on 1/30/03 per request of Kurt Keen of McKisson and Associates. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for . Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this'form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 • • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY; DUPLEX AND MISCELLANEOUS ONLY Owner: ( A6 z-- Building Permit Number: 0 I Plans Examiner: Martha Christy A. P. Number: ZS y0 fj �3 GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. ZProper description of work on the application. Existing violations on the property. jj�0516,� C®rt. o I ��cvy Recorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. t --2ide- frea zO 0`1 Setbacks, side yard, easements, etc. 3d ` Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: �,/ Noise ❑ SRA ❑ - Fire Sprinklers M Water Tender &lz Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). ( Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this / section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). �7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). �$. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space. opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning be installed in bedroom, in 1� lc equipment shall not a closet, bathroom or a room readily usable as a or i/l a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). U l Under no circwnstances shall a private garage have any opening into a room used for sleeping purposes n (Uniform Building Code section 312.4).c�j� 4l Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 4"' Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 C-0. 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). D�, STRUCTURAL DETAILS: C}� . Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels h� must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not Gj aexceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall f)-1� lines must be continuous throughout the structure. ��✓✓ 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. f Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. S /d/vy 9. Garage door header size(s). �� 10. Porch header size(s). /��, . J (" 4 ('�G 11. Typical header size(s). / 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. �� q,,, ( nergy design compliance and supporting documentation. / DF responsible area requirements. )w BUILDING PERMIT REQUIItEMENTS: < 1. 2. ❑ SRA., ❑ ood elevation certificate. 3. Fire Sprinklers required. Yt' 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 0 C1 AybRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2'.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYR.I.S, JR. I.;'I:RE PRO'L'E(_'.I.':I:ON (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date! 02-25-2003 File: BHOLZ-1 JOB : BIRKHOLZ RESIDENCE, 1 HEAD FLOWING STATIC ; 40,0 Psi RESIDUAL 35,0 Psi FLOW ; 30 Gpm SPRINKLER MANUF RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW 15.0 Gpm MIN SPR PRES : 14.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO, ---------------------------------------------------------=--------------------- FEET FACTOR Psi Gpm 1 11.0 3.90 15.3 15.3 2 11.0 18.2 3 11.0 Gpm/Sq. Ft . 19.9 4 11.0 Gpm/Sq.Ft. 20.8 5 2.0 SOURCE 25.5 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 8.0 FIS CO 1 QoION 256 Sq. Ft. Q � 256 Sq. Ft. W. . SQUY $ � ' -1 fi O .06 Gpm/Sq. Ft . C3 tin� Lic. too. 275206 06 Gpm/Sq.Ft. G16 15.3 Gpm 0.0 Gpm Op CP+l.1F0 15.3 Gpm 25.5 Psi 0.0 Psi @ SOURCE 0.0 Psi ® SOURCE Copyright(1991) 38.6 Psi by 25.5. Psi Hydronics Engineering 13.1 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 8.0 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRE•S, JR. l•'IR) PROTECTION ( 530 ) 345-10-12. ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-25-2003 File: BHOLZ-1 JOB : BIRKHOLZ RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ---------------------------------7-------------------------------------------- 1 q= 15.2 K= 3.90 L= 9.0 Pt 15.3 Pt 15.3 1 Q= 15,2 F=2LR F= 15,0 C= 150 Pe 0,0 Pv -p,4 Vel= 8.0 D= 0.884 TL= 24.0 0.1197 Pf 2.9 Pn 14.9 2 Pt 18.2 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 26.5 Pt 18.2 Pt 18.2 2 Q= 15.2 F=L4RB F= 16.0 C= 150 Pe 0.0 Pv -0,2 Vel= 5.1 D= 1.109 TL= 42.5 0.0397 Pf 1.7 Pn 18.0 3 Pt 19.9 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 13.5 Pt 19.9 Pt 19.9 3 Q= 15.2 F=L2R F= 9.0 C= 150 Pe 0.0 Pv -0,2 Vel= 5.1 D= 1.109 TL= 22.5 0.0397 Pf 0.9 Pn 19.7 4 Pt 20.8 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 9.0 Pt 20.8 Pt 20.8 4 Q= 15.2 F=4RS . F= 11,0 C= 150 Pe 3,9 Pv -0,2 Vel= 5.1 D= 1.109 TL= 20.0 0.0397 Pf 0.8 Pn 20.6 5 Pt 25.5 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- ------------------------------------------------------------------------- 5 Q= 15,2 <<< SOURCE >>> Pt 25,5 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 70 + 60 + 50 + 40 X Static X X Resid 1 30 + * Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : BIRKHOLZ RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 38.6 Psi @ 15.3 Gpm Residual 35.0 Psi Req'd Press 25.5 Psi Q 15.3 Gpm Flow 30.0 Gpm Press Cush'n 13.1 Psi HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRE-S, JR. ETRE PR01'EC'.1'1'ON ( 530 ) 345-1012. ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date; 02-25-2003 File: BHOLZ-2 JOB : BIRKHOLZ RESIDENCE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm SPRINKLER MANUF RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW 12,0 Gpm MIN SPR PRES 9,5 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET ------------------------------------------------------------------------------- FACTOR Psi Gpm 1 11.0 3.90 10.1 12.4 2 11.0 3.90 12.1 13.5 3 11.0 16.6 4 11.0 19.0 5 2.0 SOURCE 25.0 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq.Ft. TOTAL DESIGN AREA 512 Sq.Ft. REQUIRED DENSITY .05 Gpm/Sq.Ft. COMPUTED DENSITY .05 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 25.9 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 25.9 Gpm TOTAL SPRINKLER PRESS 25.0 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 36.2 Psi by DEMAND PRESS REQUIRED 25.0 Psi Hydronics Engineering PRESSURE CUSHION 11.2 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.6 FIS IHYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM P. SQUYRES, JR. FIRE PIZ01'UCTION (530) 345 -10 -12 - ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-25-2003 File: BHOLZ-2 JOB : BIRKHOLZ RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO: Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------ END DIAMETER TOTAL (Psi/Ft) 1 q= 12.4 K= 3.90. L= 9.5 Pt 10.1 Pt 10.1 1 Q= 12.3 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= 24.5 .0.0811 Pf 2.0 Pn 9.8 ------------------------------------------------------------------------- 2 Pt 12.1 2 q= 13.5 K= 3.90 L= 26.5 Pt 12.1 Pt 12.1 2. Q= 25.8 F=L4RB F= 16.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.6 D= 1.109 TL= 42.5 0.1055 Pf 4.5 Pn 11.6 ------------------------------------------------------------------------- 3 Pt 16.6 3 q= 0.0 K= 0.00 L= 13.5 Pt 16.6 Pt 16.6 3 Q= 25.8 F=L2R F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.6 D= 1.109 TL= 22.5 0.1055 Pf 2.4 Pn 16.1 ------------------------------------------------------------------------- 4 Pt 19.0 4 q= 0.0 K= 0.00 L= 9.0 Pt 19.0 Pt 19.0 4 Q= 25.8 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.5 Vel= 8.6 D= 1.109 TL= 20.0 0.1055 Pf 2.1 Pn 18.5 ------------------------------------------------------------------------- 5 Pt 25.0 Meter = 0.0 Valve - 0.0 -------------------------------------------------------------------------- 5 Q= 25.8 <<< SOURCE >>> Pt 25.0 - E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 60 + 50 + 40 X Static X X Resid 1 30 + * Spr Sys 20 + 10 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+----------.--+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : BIRKHOLZ RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 40,0 Psi Avail Press 36,2 Psi @ 25,9 Gpm Residual 35.0 Psi Req'd Press 25.0 Psi @ 25.9 Gpm Flow 30.0 Gpm Press Cush'n 11.2 Psi o�P"¢TIAENr o KI T tF O 1\\y\a �/ 00 II 0�� i 0 C O O y U t4l Atrc why Department of Public Works C o u n t y, o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 (530) 538-7266 (FAX) 538-7683 February 24, 2003 BBA Engineering 2060 Park Avenue Orbville CA 95966 Re: Teb Runge - Favorite Court Parcel Map Drainage — AP 025-240-083 To Whom It May Concern: With reference to the above subject, enclosed is: ❑ Road and Drainage Plans - 1st Check. ® Drainage Calculations (Approved) ❑ Engineers Estimate ❑ ACTION REQUIRED: ❑ Resubmit plans and /or other data in accordance with changes in red. ❑ Review and comment on Remarks. Show lawn requirements on building plans NO ACTION REQUIRED: ❑ Per your request. If you should have any questions, please call (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, _41 Stuart Edell - Manager, Land Development Division SE/tk cc: D:\Land Dev\Forms\LD 1460 -Transmittal -Plans (11/99) v Mckisson & Associates 1490 Highway 99, Suite : B Gridley, CA 9M48 Ph. (530). 846 6376 Fax (530) 846 6358 PROJECT NAME W/a INS PROJECT ADDRESSj�/�a,E CLIENT WA-rfOS lj 1jrj4d(" BUILDING TYPE V --I Type or arrangement of lateral e�ACAZ t(e"tU/7 ii� 4biz-1? VERTICAL LOADING ROOF D.L. 11 F Wokr,* tit?<tN T-# L" C' 19 --- JOB NO. SMT. NO. of naTF OFSIGN --CODE- resisting ODEre isting elements (table ) flI*FM44M*4t14S MATERIAL SPECIFICATIONS & STRESS SOIL 15 PSF Test ' 1 ROOF L.L WALL D.L. 1st FLOOR D.L. 1 st FLOOR L.L. 2nd FLOOR D.L. 2nd FLOOR L.L. LATERAL LOADING WIND PRESSURE P: ? EXPOSURE/ MPH: Cq= .� go Qs= 14.E Iw= (,O SEISMIC FACTORS<Ep qq�.� ZONE: R= Z= 1= Co= Cv= --:2KmO I W 12 QG &olCYi Classification Embedment CONCRETE 'Fe, G /L5700 Pat (3-2,5 nw-f'5, MASONRY REINFORCEMENT STRUCTURAL STEEL "• 1\L WOOD ArrnuVED /' SE1 -.-, P. Mckisson & Ass 1490 Highway 99, Gridley, CA 95 Ph. (530) 846-6376 Fax (530) 846-6.358 iates Suite 8 48 project: Job No. Tv Fi Date Sheet: of LOAD5: ROOF LIVE L.L. ROOF D.L. COMP5HINGLE5 TILE ROOFING FELT ROOF SHEATHING JOISTS Talmo (B e4�1 It f2. PS;F IN5ULATION 1�-W t tet' T&T; GWt3 MIC5. 1,17 tis 15; WALL D.L. 2X @ 1&"O.C. 51DING 7/14p," DSO EXTERIOR FINISH "A50+411S tDIWld l ► �..+ir GWD IN5ULATION Fr-xF- M15C. l ,� Mckisson & Associates Project: Sheet: 1490 Highway 99, Suite Q vv r Gridley, CA 95948 Ph. (530) 846-6376 Fax (530) $46-635$ Date of Job No. 1 1 1 P 4AA, ....._.. AA .' w U,P�B o Mckisson & Ass iciates Project: Sheet: 1490 Highway 99, Suite Gridley, CA 9 48 Ph. (530) 846 6376 — ..k Fax (530) 846 6358 Date of Job No. i p: .6t (.1') (14.$) ( i )l 6T(A)(14.rp)(0 9 lint Ut'L4F6 ..ro2 (tom) (14 (�� = �► P� Trz►p = 8/2 # 12 WtNp OW -6 w - 'I I 1-Opm.- p1nor10. UTA►t.l. �'/{� K �� K 2 ' ��Pr U n7 �` h"VF Mckisson & Assc ciates I Project: Sheet: 1490 Highwoy 99, Suite iB Gridley, CA 95 48 Jam, Ph. (530) 846376 — — r ; -,• , . Fax (530) 846 6358 nate oe i .lob No. g�tsw�tc. �rvmt-�fit�� asS�l� Pz 1,0 I ILI tw t G✓F�ts►�tG ropr- E ; , IS< , '4, u>vr bi �/rT L I �3 ��t✓r . UJ iao t;ov�aW� 5i2t < ta.;,16�� : 3 Iz 0011' GrN fL - I,oW61TuC�IN�-L 40 -- _ �L7 5l� Mckisson & AssqcIates Project: 1490 Highway 99, 1 Suite b Gridley, CA 95948 Ph. (530) 8466376 Fax (530) 846—,6358 1 Job No. io s t3O*- 110 g. M 41 10 Vr = .0 44 KIr Sheet! m Date I of L10061TUPIU44" LSMA — -- ------- - A C' T.*' + s� (�4�) - 35(52' '� Y, - Ta USE IL SIMMO L'C"TAIS d)(� ..... . . ...... NW&aA.1,A.Y ,OT U u 4 T,& - O S & e_- LISTAI I v k,, Ogg �ihnP3oN fy-* i' Mckissan &. Assc ciates:Project: Sheet: 1490 Highway 99, Suite IB A!:,, Gridley, CA 9 48 a Ph. (530) 846 376 j1 Fax (530) 846 6358 I Date of Job No. LATSPAL, OA -V CF 4-4 c NG-Ov- TOIR = t - + qui t TO,T�oI:0-9 INPS0 N PO4 P09T COA-P rL- OFr aR o pC- 4(p MAPC tatt,ad. T&5 > uALir-T memce (15 > 10. Mckisson & Ass ciates Project: 1490 Highway 99, Suite 8 Gridley, CA 9M48 Ph. (530) 846-6376 Fax (530) 846-t6358 Job No. l I 1* '(124 1 In + , A50(i(p)7- Y 7 1 V - ca) 2�a Ae, b\ Ip Sheet: Date of �i2 w �v,2�� p�► �.3��11►875)zP�� Z,oLw 1`� x 10� To 0 �%� x t0/ AVL P Mckisson & Associates Project: sheet: AM 1490 Highway 99, Suite 8 Gridley, CA 95948 Ph. (530) 846-6376 Fax 530 846-6358 -----�-( ) Dote or Job No. HCAV SIZ CALL. 1 i � }zoaF Twi 2.�20� baa PAF 2 5 5 v,t`. 4► PT 01 Y— Dir..*I a7,'L e),K..1A(2 LVL 4 ►0 & b��4�e, Lf f� : 285 , Y 5, vixto" Z� 315 i ,3 n,K. p.�l ;� �4 -02, I-V L or- ma c' 0rL gY l2 DO F, #i Mckisson & Associates Project: Sheet: 1490 Highway 99, Suite 8 Gridley, CA 95948 Ph. (530) 846-6376 Fax (530) 846-6358 bate of Job No. �oaT'I g12e q Fo v..%Ts ►. I/ F.. 1998 CALIFORNIA BUILDING CODE EXCERPTS FROM CHAPTER 18 qualified engineer to demonstrate that the intent of fis section has Seismic Zones 0 through 3. Steel bolts with a minimum nominal been satisfied. Such an investigation shall includ consideration diameter of 5/g inch (16 mm) shall be used in Seismic Zone 4. of material, height of slope, slope gradient, load in ensity and ero- e con - Bete oolts rlmaall sonry a e embedded d shall be spaced not at least 7 inches mo 78 e than tnto 6 fee (1829 sion characteristics of slope material. hallmm) apart. There shall be a minimum of two bolts per piece with 1806.6 Foundation Plates or Sills. Wood plates r sillsI with a one bolt located not more than 12 inches (305 mm) or less than bolted to the foundation or foundation wall. St+l bolts with a seven bolt diameters from each end of the piece. A properly sized minimum nominal diameter of 1/2 inch (12.7 mm) t hall be used in 1998 CALIFORNIA BUILDING CODE �• nut and washer shall be tightened on eacholt to the plate. Foun- dation plates and sills shall be the kind of wood specified in Section 2306.4. 1806.6.1 Additional requirements in S ismic Zones 3 and 4. Che following additional requirements all apply in Seismic 7 -ones 3 and 4. 1. Sill bolt diameter and spacing for t iree-story raised wood floor buildings shall be specifically desig ied. 2. Plate washers a minimum of 2 inch by 2 inch by 3/16 inch (51 mm by 51 mm by 4.8 mm) thick shall be ased on each bolt. 1806.7 Seismic Zones 3 and 4. In Seisr 'c Zones 3 and 4, hori- zontal reinforcement in accordance with Sections 1806.7.1 and 1806.7.2 shall be placed in continuous fi undations to minimize differential settlement. Foundation rei rcement shall be pro- vided with cover in accordance with Secl 'on 1907.7.1. 1806.7.1 Foundations with stemwalls. Foundations with stem - walls shall be provided with a minimum o one No. 4 bar at the top of the wall and one No. 4 bar at the bott m of the footing. 1806.7.2 Slabs -on -ground with t ned-down footings - Slabs -on -ground with turned -down foo 'ngs shall have a mini- mum of one No. 4 bar at the top and bor om. EXCEPTION: For slabs -on -group cast monolithically with a footing, one No. 5 bar may be located at either the top or bottom. 1806.8 Designs Employing Lateral B ring. 1806.8.1 General. Construction employing posts or poles as columns embedded in earth or embedde J in concrete footings in the earth may be used to resist both axigl and lateral loads. The depth to resist lateral loads shall be detdrmined by means of the design criteria established herein or other methods approved by the building official. 1806.8.2 Design criteria. 1806.8.2.1 Nonconstrained. The following formula may be used in determining the depth of embedment required to resist lat- eral loads where no constraint is provided at the ground surface, such as rigid floor or rigid ground surface pavement. d= 2 (1 + 1+ 4'A h I (6-1) WHERE: A _ 2.34P S,b b = diameter of round post or footing or diagonal dimension of square post or footing, feet (m). d = depth of embedment in eartli in feet (m) but not over 12 feet (3658 mm) for purposed of computing lateral pres- sure. h = distance in feet (m) from g'ound surface to point of application of "P." P = applied lateral force in poun�s (kN). intPrnl coil-hearin�_ nresgttre as set forth in �jl�� .rs EXCERPTS FROM CHAPTER 18 where constraint is provided at the ground surface, such as a rigid floor or pavement. d2 = 4.25 S bb (6-2) 3 1806.8.2.3 Vertical load. The resistance to vertical loads is de- termined by the allowable soil -bearing pressure set forth in Table 18-1-A. 1806.8.3 Backfill. The backfill in the annular space around col- umns not embedded in poured footings shall be by one of the fol- lowing methods: 1. Backfill shall be of concrete with an ultimate strength of 2,000 pounds per square inch (13.79 MPa) at 28 days. The hole shall not be less than 4 inches (102 mm) larger than the diameter of the column at its bottom or 4 inches (102 mm) larger than the diag- onal'dimension of a square or rectangular column. 2. Backfill shall be of clean sand. The sand shall be thoroughly compacted by tamping in layers not more than 8 inches (203 mm) in depth. 1806.8.4 Limitations. The design procedure outlined in this section shall be subject to the following limitations: The frictional resistance for retaining walls and slabs on silts and clays shall be limited to one half of the normal force imposed on the soil by the weight of the footing or slab. Posts embedded in earth shall not be used to provide lateral sup- port for structural or nonstructural materials such as plaster, ma- sonry or concrete unless bracing is provided that develops the limited deflection required. 1806.9 Grillage Footings. When grillage footings of structural steel shapes are used on soils, they shall be completely embedded in concrete with at least 6 inches (152 rum) on the bottom and at least 4 inches (102 mm) at all other points. 1806.10 Bleacher Footings. Footings for open-air seating faci- lities shall comply with Chapter 18. EXCEPTIONS: Temporary open-air portable bleachers as de- fined in Section 1008.2 may be supported upon wood sills or steel plates placed directly upon the ground surface, provided soil pressure does not exceed 1,200 pounds per square foot (57.5 kPa). SECTION 1807 — PILES — GENERAL REQUIREMENTS 1807.1 General. Pile four''• stalled on the basis of a fou tion 1804 where required 1 The investigation and rel expanded to include, but n 1. Recommended pile t) 2. Driving criteria. 3. Installation procedure 4. Field ihspection and i , dures for verification of the installed bearing capacity where re- quired). Pile lod text regnirements. 1998 CALIFORNIA BUILDING 2320.9.4 Particleboard. Where or as combined subfloor underlay set forth in Table 23 -II -F-2. 2320.10 Particleboard Undert approved recognized standards, pt shall conform to Type PBU. Undf 1/4 inch (6.4 mm) in thickness and mark of an approved inspection ag stalled in accordance with this co manufacturer. 2320.11 Wall Framing. EXCERPTS FROM CHAPTER 23 ed as structural subflooring indicated on the plans. Construction of braced wall panels shall be rot, particleboard shall be as by one of the following methods: 1. Nominal 1 -inch by 4 -inch (25 mm by 102 mm) continuous nent. In accordance with 1 diagonal braces let into top and bottom plates and intervening cleboard floor underlayment studs, placed at an angle not more than 60 degrees or less than tyment shall not be less than 45 degrees from the horizontal, and attached to the framing in con - all be identified by the grade formance with Table 23 -II -B-1. ;y. Underlayment shall be in - and as recommended by the 2320.11.1 Size, height and spaci ig. The size, height and spac- ing of studs shall be in accordance vith Table 23 -IV -B except that Utility grade studs shall not be sp ced more than 16 inches (406 mm) on center, or support more thin a roof and ceiling, or exceed 8 feet (2438 mm) in height for a terior walls and load-bearing walls or 10 feet (3048 mm) for in erior nonload-bearing walls. 2320.11.2 Framing details. Stu Is shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall be installed at each coiner of an exterior wall. EXCEPTION: At comers, a i hird stud may be omitted through the use of wood spacers or backup cl ats of 3/8 -inch -thick (9.5 mm) wood structural panel, 3/8 -inch (9.5 m ) Type M "Exterior Glue" particle- board. I -inch -thick (25 mm) luml er or other approved devices that will serve as an adequate backing fo the attachment of facing materials. Where fire -resistance ratings o shear values are involved, wood spacers. backup cleats or other de vices shall not be used unless specifi- cally approved for such use. Bearing and exterior wall studs hall be capped with double top plates installed to provide overlap ing at corners and at intersec- tions with other partitions. End joi its in double top plates shall be offset at least 48 inches (2438 m ). EXCEPTION: A single top Oate may be used, provided the plate is adequately tied at joints. come and intersecting walls by at least the equivalent of 3 -inch by 6 -inch 6 mm by 152 mm) by 0.036 -inch - thick (0.9 mm) galvanized steel at is nailed to each wall or segment of wall by six 8d nails or equi alent, provided the rafters, joists or trusses are centered over the st s with a tolerance of no more than I inch (25 mm). When bearing studs are space at 24 -inch (610 mm) intervals and top plates are less than two 2 inch by 6 -inch (51 mm by 152 mm) or two 3 -inch by 4 -inch (76 lmm by .102 mm) members and when the floor joists, floor trusseslor roof trusses which they sup- port are spaced at more than 16 -inch (406 mm) intervals, such joists or trusses shall bear within 5 inches (127 mm) of the studs beneath or a third plate shall be installed. Interior nonbearing partitions may be capped with a single top plate installed to provide overlapping at comers and at intersec- tions with other walls and partitions. The plate shall be continu- ously tied at joints by solid blocking at least 16 inches (406 mm) in length and equal in size to the plate or by 1/8 -inch by 11/2 -inch (3.2 mm by 38 mm) metal ties with spliced sections fastened with two 16d nails on each side of the joint. Studs shall have full bearing on;a plate or sill not less than 2 in- ches (51 mm) in thickness having'a width not less than that of the wall studs. 2320.11.3 Bracing,, Braced wall lines shall consist of braced wall -panels which meet the requirements for location, type and amount of bracing specified in Table 23 -IV -C-1 and are in line or offset from each other by not more than 4 feet (1219 mm). Braced wall panels shall start at not more than 8 feet (2438 mm) from each end of a braced wall line. All braced wall panels shall be clearly 2. Wood boards of 5/8 -inch (16 mm) net minimum thickness applied diagonally on studs spaced tot over 24 inches (610 mm) on center. -� 3. Wood structural panel sheathing with a thickness not less than 5/16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3/8 inch (9.5 mm) for 24 -inch (610 mm) stud spacing in accordance with Tables 23 -1I -A-1 and 23 -IV -D-1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than 1/2 inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when in- stalled in accordance with Section 2315.6 and Table 23 -I1 -J. 5. Gypsum board (sheathing 1/2 inch (13 mm) thick by 4 feet (1219 mm) wide, wallboard or veneer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25-I. 6. Particleboard wall sheathing panels where installed in ac- cordance with Table 23 -TV -D-2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) on center installed in accordance with Table 25-I. 8. Hardboard panel siding when installed in accordance with Section 2310.6 and Table 23 -H -C. Method 1 is not permitted in Seismic Zones 2B, 3 and 4. For cripple wall bracing, see Section 2320.11.5. For Methods 2, 3, 4, 6, 7 and 8, each braced panel must be at least 48 inches (1219 mm) in length, covering three stud spaces where studs are spaced 16 inches (406 mm) apart and covering two stud spaces where studs are spaced 24 inches (610 mm) apart. For Method 5, each braced wall panel must be at least 96 inches (2438 mm) in length when applied to one face of a braced wall panel and 48 inches (1219 mm) when applied to both faces. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accord- ance with Table 23-11-B-1. Sills shall be bolted to the foundation or slab in accordance with Section 1806.6. Where joists are per- pendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2320.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2320.11.3 may be replaced by an alter- nate braced wall panel constructed in accordance with the follow- ing: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/8 -inch -minimum -thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23 -II -B-1 and blocked at all plywood edges. Twd anchor bolts installed'in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (816.5 kg). The tie -down device shall 1-219 A 3� Supports heavier loads than comparably -sized conventional glulam or sawn lumber products ♦ Consistent quality and uniformity for predictable performance #-Covered by our Product Warranty against manufacturing defects for the life of .4 -the structure,i �-'`��-' 1�-800-�628�3997 �t LAY 1119 E�; Microllam® LVL Headers.. and Beams ♦ Each piece is straight, and- true — resists bpwin*`shrinking, and twisting #-Covered by our Product Warranty against manufacturing defects for the life of .4 -the structure,i �-'`��-' 1�-800-�628�3997 �t LAY 1119 E�; Microllam® LVL Headers.. and Beams 5 is M�cronan. FL 14AA #-Covered by our Product Warranty against manufacturing defects for the life of .4 -the structure,i �-'`��-' 1�-800-�628�3997 �t LAY 1119 E�; Microllam® LVL Headers.. and Beams 13/4" 1.9E MICROLLAM° LVL ALLOWABLE DESIGN PROPERTIES (10 % LOAD DURATION) Design Property 5tlz" 7t1+" 9tla" Shear modulus of elastici Depth se w+wf 11�1a" -j 14" 16" 18" Moment (ft lbs) 2,125 3,555 5 QAC+ Compression parallel to gr 8,070 8,925 12,130 15,555 19,37`. Shear (lbs) 1,830 3,075 t36 3,740 3,950 4,655 5,3205,985 Moment of Inertia (in + 56 115 208 244 400 597 851 28 3.7 4.7 5.7 6.0 7.1 8.1 9.1 1.9E MI'CROLLAM® LVL ALLC WABLE DESIGN STRESSES (100% LOAD D )RATION) Shear modulus of elastici G = 118,750 psi Modulus of elastici V E = 1.9 x 106 psi Flexural stre Is Fb = 2,600 psi(l) Compression perpendicular to gra parallel to glue lir F,l= 750 psi(z) Compression parallel to gr F�li = 2,510 psi Horizontal shear perpendicur to glue lie F„ - 285 psi 12 0.136 (1) For 12" depth. For others,Itiply by d (2) Fcl shall not be increased fo duration of load GENERAL ASSUMPTIONS FOR MICROLLAM" LVL • Values shown throughout this brochure are applicable to products used in dry service conditions only. • Lateral support is required at all bearing points and along compression edge at intervals of 24" on -center or closer. • Use specific gravity of 0.5 when designing connections. • Bearing lengths are based on MicrollamO LVL's Dearing stress of 750 psi. • Microllamn LVL beams are made without cambet; therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection unci& sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated. • All members 7114" and less in depth are restricted to a maximum deflection of '116". 1.9E IJ--a7LC7►'/ I: • Roof members must either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Tables on pages 4-7 include reductions applied in accordance with: 1997 UBC 1607, 1999 BOCA NBC 1606, 1999 SBC 1604 and 2000 IBC 1607 for floor live load; 1997 UBC 1607, 1999 BOCA NBC 1607, 1999 SBC 1604 and 2000 IBC 1607 for roof live load in non -snow (125%) conditions. • 311z" members are two pieces of 1314" Microllamo' LVL. 5114" members are three pieces of 1314" Microllarno LVL. 1314" x 16" and 1314" x 18" beams are to be used in multiple member units only. See page 17 for multiple member beam connections. F37 —lop or rPil HOW TO USE THESE TABLES 1. Determine the total load on the beam or header in pounds per lineal foot (plf). 2. Locate under SPAN a span that meets or exceeds the required beam span (center -to -center of bearing. 3. Scan from left to right within the SPAN row until you find a cell where the maximum TOTAL LOAD meets or exceeds the required loads. For stiffer deflection criteria, use the L/240 values. In cells where DEFLECTION LOAD is not listed, TOTAL LOAD will control. 4. The dimensions of the beam are shown at the top of the column of the selected cell. 5. If the selected beam is too deep or the MIN. END/INT. BEARING length is too long, continue scanning to the right to find a wider beam that may require less depth and less bearing length. 1.9E (1 PI) '31/z!' Width (2 Ply) Span Condition13/4"Width 51/2" 71/4" 91/4" 9112" 111/4" "117/8!'14" 51h" 71/4" 91/4" 91/2-- TotalLoad 450 954 1285 1329 1656 1781 2245 901 1908 2571 2659 6' Deflection L1240 435 939 870 1879 Min. End/Int Bearing 1.513.5 2.1/5.4 2.9/7.3 3.0/7.6 3.819.5 4.1/10.2 5.1/12.9 1.513.5 2.115.4 2.917.3 3.0/7.6 Total Load 146 325 870 915 1145 1224 1510 292 651 1741 1830 8' Deflection L/240 833 896 1666 1792 Min. End/Int Bearing 1.5/3.5 1.5/3.5 2.6/6.6 2.8/7.0 3.5/8.8 3.7/9.4 4.6/11.6 1.5/3.5 1.5/3.5 2.6/6.6 2.8/7.0 Total Load 82 184 650 683 937 1024 1Z54 163 369 1300 1367 9'-3" Deflection L/240 556 600 1113 1199 Min. End/Int Bearing 1.5/3.5 1.5/3.5 2.3/5.8 2.4/6.1 3.3/8.3 3.6/9.1 4.4/11.1 1.5/3.5 1.5/3.5 2.3/5.8 2.4/6.1 Total Load 59 135 555 583 801 886 1137 118 270 1110 1167 10' Deflection L/240 446 481 772 893 963 Min. End/Int Bearing 1.5/3.5 1.5/3.5 2.1/5.3 2.215.6 3.017.7 3.4/8.5 4.3110.9 1.5/3.5 1.5/3.5 2.115.3 2.2/5.6 ,,Total Load 64 348 377 554 613 835 54 128 697 754 ? 12' Deflection L/240 265 286 463 540 530 ( 572 Min. End/Int Bearing 1.5/3.5 1.6/4.0 1.7/4.4 2.5/6.4 2.8/7.1 3.8/9.6 1.5/3.5 1.5/3.5 1.6/4.0 1.7/4.4 Total Load 221 239 392 449 611 66 443 479 14' Deflection L/240 169 183 298 348 556 339 366 Min. End/Int Bearing 1.5/3.5 1.5/3.5 2.1/5.3 2.4/6.1 3.3/8.3 1.5/3.5 1.5/3.5 1.5/3.5 Total Load 142 153 253 297 452 283 307 16'-3" Deflection L/240 110 119 194 227 365 220 237 Min. Endllnt Bearing 1.5/3.5 1.5/3.5 1.6/4.0 1.9/4.7 2.8/7.1 1.5/3.5 1.5/3.5 Total Load 99 108 179 210 342 199 216 18'-3" Deflection L/240 78 84 139 162 262 156 169 Min. End/Int. Bearing 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.8 2.4/6.1 1.5/3.5 1.5/3.5 Total Load 74 81 135 159 260 149 162 20' Deflection L/240 59 64 106 124 200 119 128 Min. End/Int.Bearing 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 2.0/5.2 1.5/3.5 1.5/3.5 Total Load 76 90 150 83 90 24' Deflection L/240 61 72 117 69 75 Min. End/Int Bearing 1.513.5 1.513.5 1.513.7 1.5/3.5 1.5/3.5 Total Load 55 92 53 28' Deflection L1240 46 74 47 Min. Endllnt Bearing 1.513.5 1.5/3.5 1.5/3.5 1.9E GENERAL NOTES -0 Total load values shown are the maximum uniform Iads in p unds per lineal foot (plf) that can be applied to the beam in additiln to it; wn weight. Bearing lengths are in inches. • Tables are based on uniform loads and the most resctive of1simple or continuous spans. I • Total load values are limited to deflection of U180. I or stiffer' deflection criteria L/240 values are also shown. Check local code for ol her deflection criteria. • All members 71/4" and less in depth are restricted to maximum deflection of 5/16". Also see General Assumptions on page 3. t. 44 , Z, V .51 4. 3313 3563 -490 5487 6631 1351 2862 3857 3989 4970 5345 6735 8230 9947 _6,4- 1305 2819 3.819.5 4.1110.2 5 /12.9 6.3/15.7 7.6/19.0 1.5/3.5 2.1/5.4 Z.917.3 3.0/7.6 3.8/9.5 4.1/10.2 5.1112.9 6.3/15.7 7.6119.0 . .t: .'- " -1 r6 6. PL%id ", 2290 2449 021 3611 4256 438 976 2611 2745 3435 3674 4532 5416 6385 2499 2688 P.O. 3.5/8.8 3.719.4 4 /11.6 5.5113.8 6.5/16.3. 1.5/3.5 1.5/3.5 , 2.616.6 2.8/7.0 3.5/8.8 3.7/9.4 4.6/11.6 5.5113.8, 6.5/16.3 1875 2048 508 2974 3477 245 553 1950 2050 2812 3072 3762 4461 5215 040-1, 641. LIZ. 0 t 1669 1799 3.3/8.3 3.6/9.1 4.4/11.1 5.2/13.1 6.2/15.4 1.5/3.5 1.5/3.5 2.315.8 2.4/6.1 3.3/8.3 3.6/9.1 4.4111.1 5.2113.1 6.2/15.4 �g�51 1602 1772 !275 2688 3131 177 405 1666 1751 2403 2659 3412 4033 4697 1544 1339 1444 2317 1,;, 3.0/7.7 3.4/8.5 41/10.9 5.1/12.9 6.0/15.0 1.513.5 1.5/3.5 2.1/5.3 2.215.6 3.0/7.7 3.4/8.5 4.3/10.9 5.1/12.9 6.0/15.0, 1109 1227 670 2140 2475 82 193 1046 1131 1663 1841 2505 3210 3713 927 1080 795 859 1 391 1620 HQ' 1A A 2.516.4 2.8/7.1 3 819.6 4.9/12.3 5.7/14.3 1.5/3.5 1.5/3.5 1.6/4.0 1.7/4.4 2.5/6.4 2.817.1 3.8/9.6 4.9/12.3 5.7114.3 785 898 223 1571 1958 100 664 719 1178 1347 1835 2356 2938 _V,? 597 697 112 509 550 896 1046 1669 aill . 2.1/5.3 2.4/6.1 3 3/8.3 4.2/10.6 5.3/13.2. 1.5/3.5 1.513.5 1.5/3.5 2.1/5.3 2.4/6.1 3.3/8.3 4.2110.6 5.3113.2. 5075941 05 1162 1449 51 425 460 760 891 1357 1743 2174 �161AVI,7 ufl"u2'*6 1 389 455 30 �. 1065 329 356 583 682 1095 1598 '" Mi15:LYidllntiBeariri' ;, 1.6/4.0 1.9/4.7 2.8/7.1 3.619.0 4.5/11.1 1.5/3.5 1.5/3.5 1.5/3.5 1.6/4.Q 1.9/4.7 2.8/7.1 3.6/9.0 4.5/11.4 T6611c* id 358 421" 683 918 1145 298 323 537 631 1025 1377 1718 Di6flbctigi v:Ll 40'- 277 325 5Z3 767 1070234 253 416 487 785 1150 1606 ?r IVlirr:Enil(tn:$eanrig"' 1.5/3.5 1.5/3.8 2.4/6.1 3.2/8.0 4.0/10.1 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.8 2.4/6.1 3.218.0 4.0/10.1 Utal:4o5dh�, 271 319 521 761 950 224 243 1 406 478 781 1142 14Z5 41, ZlZ 248 401 510 126 178 I 93 318 372 602 885 1239 1.5/3.5 5 3.0/7.5 3.7/9.3 1.5/3.5 1.5/3.5 1 1.5/3.5 1.513.5 2.0/5.2 3.0/7.5 3.1/9.3 TotaGLoad 153 181 300 448 635 124 135 Z30 272 450 672 952 ,.'.Z4 De fl&66 123 145 235 348 490 104 112 185 218 353 5Z2 735 n, 1.5/3.5 1.5/3.5 1.5/3.7 2.115.4 3.0/7.6 1.513.5 1.5/3.5 1.513.5 1.5/3.5 1.5/3.7 2.1/5.4 3.017.6 93 110 185 279 399 73 80 139 166 27 8 19 599T 1 78 92 149 222 313 65 71 117 224 333. 1.513.5 1.5/3.5 1.5/3.5 1 1.5/3.5 1.5/3.5 1.5/3.5 1.1138 1.6/4.1 .170 2.3/5.7 1.9E ffie = ` BBA`ENGINEERING - ��AN= ENt;INEERS IAND'SURVEY�RS • • A California Corporation I STROMDRAIN PEAK RUNOFF MITIGATION WAYNE BIRKHOLZ PARCEL 1; FAVORITE COURT BUTTE COUNTY, CALIFORNIA FEBRUARY 2003 OBJECTIVE: Mitigate the increase peak in stormdrain runoff caused by the proposed residential building construction. Design a lawn area to off set the increases in runoff coefficients so there is no net increases in Stormdrain runoff from the parcel. t..I"OW 2060 Park Aver015 pg: 1 of 3 P.O. Box 1576 Oroville, CA 95965 (530) 534-1911 (530)533-6457 FAX (530) 534-0908 4 �,,4 1 jl 476 IDNO (0-li C, .1 0 q.0 0,77 r. g r L44l Vii'' WT a t. tv �d ® M A AA ;it -•r Matthew Robert McKisson, Architect 1490 Highway 99, Suite B, Gridley, CA 95948 Fax 530-846-6358 Tel 530-846-6376 January 15, 2003 Butte County Building Department Building Inspection 7 County Center Drive Oroville, CA 95965 RE: Wayne Birkholz Assessor Parcel Number: 025-240-083 Building Permit Number: 02-3116 I have reviewed the drawings prepared by Wayne Birkholz, which include the truss drawings, braced wall requirements and beams, for compliance with my calculations for the Birkholz Residence. I approve the said truss drawings and calculations as submitted to the Butte County Building Division. If you have any questions, please feel free to contact me. Sincerely, Matthew McKisson, Architect C 19423 — Exp. 05/2003 January 30, 2003 Wayne Birkholz 300 Sunnybrook Lane Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville. CA 95965 - (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-240-083 Building Permit Number: 02-3116 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. All setbacks are to be shown on the plans. You have a 25 foot setback from the left -west property line, 20 foot setback from the front -north property line, and 30 foot setback from right -east and rear -south property lines. pod 6.5 2. Provide an erosion control plan to the Land Develppment department. They can be reached &P0 at 538-7266. Ij0 3. Previous plan indicated a wood stove -these plans do not. Will a wood stove be installed? ,i JO DAN 4. Provide location of HVAC system components. If FAU is located in the attic, provide a letter from the truss engineer that trusses have been sized for this location. 5. Do the windows in the dormers open in to the house9 if so provide a construction detail,p provide size of these windows and include in energy calculations. 6. Revise energy calculations for the correct orientation of the house. The front of the house ,P ,wa(,D5 faces North, not South, the left side of the house faces East, not West, etc. STRUCTURAL COMMENTS: None — structural items corrected and corrections made to plans on 1/30/03 per request of Kurt Keen of McKisson and Associates. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. S^ r Martha Christy Plans Examiner 66� �_ V� Philo Hunt, P.E. Plan Check Engineer 1 of 1 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PU`ews_ OWNERS NAME �114YIOIE DATE: c;2 ASSESSORS PARCEL NUMBER PERMIT NUMBER od5--ayo-0 o,;�-311(-,::�, RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: Wg j,urL Qikkqocz LOCATION ON PLANS/CALCS: Pa &,f, / COMMENTS: S iL % &.g c Q.,u /°G g s Lj' PLAN CHECK ITEM # RESPONSE BY: GJAWJ6- ,Q�2k NrvL Z LOCATION ON PLANS/CALCS: COMMENTS: �,844e O C/ S /"Ul (o fL �J�jgl2 Lj' PLAN CHECK ITEM # RESPONSE BY: _ LOCATION ON PLANS/CALCS: COMMENTS: pai /'LL "vv7L .8 o STov = V r PLAN CHECK ITEM # 7 RESPONSE BY: LOCATION ON PLANS/CALCS: %2u Ss C,41-rs COMMENTS: PLAN CHECK ITEM # � � RESPONSE BY: �/� y�� Q /2•� /moo LL LOCATION ON PLANS/CALCS: COMMENTS: MAS AV 0 '310 I 12EMANARNMic �-30 SCEIME,012125511 1: --?, Em AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003-00 1 080 1 Recorded Official Records County Df 86 f ry CANDACE J. GRUBD:; QNrorder ROSEI IRY DICKSCIN Assistant 09d0iAM ?0 -Feb -2003 RE:C FEE 7.00 C11GIES 2.00 - Lisa Gane 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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: . PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 22, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 15 AND 16. Date - %�f - i% 3 PROPERTY OWNERS: k�s&- 46t-1_14, A11-2 kA ><y y ,C3I,ek 0�10I. Z State of California County of -, On d 2(jU-? before me, personally appeared W,4XArg Lgi,e&14UCZ J(/�T,+}� I /�)(� iL'L personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(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. Signature4, ��"�'" Seal: �� `"f 4s �. RUUY A. RIND! ISBACHER COMM. # 1311041 .o NOTARY PUBLIC- CALIFORNIA Q. A.P. # 025-240-083-000 BUTTE COUNTY 0 COMM. EXP. JULY 26, 200a �`v SITE PLAN REVIEW APPLICATION Date: — ( — 2 AP# c Q5 Permit Number (if applicable) 0 2— J i � `' 0 APPLICANT INFORMATION Parcel Size: 2 -A C, Owners Name: 1 qZ k N O L --L,:)- ` Vj) rj Owners Address: S wN y d�,t>vp le_ L -),j O(2 pV I Telephone No.: S T3 - 28 2>5 Situs Address: f i�yy0121T tS C` "' ; , Proposed,Use• Residential ' New Single Family Residential • ❑ - Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi-farriily Non-residential ❑ New Commercial ❑ T Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date P - 1 Page 1 of 5 \7 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X QQ • Flood Panel No.: O Index Date: 16�— 8-9 C� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance _ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A�2 2r,5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highway Fire Prevention Subdi on Map Front r' Side 10 Side Street Rear Height Waterway N/A N/A N/A j ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. t!, Applicable Development Fees: Standard Fees Amount ❑ Fire 19 School* ❑ Parks/Recreation ❑ Roads N Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -----------------------------------------------------------------------------------------------------7------------------- Subdivision Map Special Fees Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 II Subdivision Map/Parcel Map: Map Date of Recording: 5 -I'2_'- &-2- Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: ® Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, 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 on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ® Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. co 0 0 ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 �rEl Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cou iy Ce "r.Drive Oroville, California 95965 • Telephone (530) 538-7541 NO (Rev.12/96) i • r� APPLICATION AND PERMIT 0 3-D ASSESSOR PARCEL NUMBER ' 025-240-083 ZONING AR 2 1/2 BUILDING PERMIT OWNER A 14 >n i Z TELEPHONE 533-2833 SO. FT. OCC. BUILDING VALUATION 1664 @ 1-6 2662.40 .OWNERS MAILING ADDRESS 300 S nn brook Lane Oroville CA 95965 CONI CTOR ,fit •G 111 i C _ JOY COM RS MAILIAD ESS O G G rco C CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filina Fee $ 20.00 Permit Fee $54-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $109.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IA Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Installajtioon1 ❑ Other 111 Describe Work: F,,r, for Permit # 0211-3116x Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo p OR LESS 23.00 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 11 f rde and effect. �V� � d 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 Main Service TO IOooA 46.00so NEW CONST. DWEWNG UP. W: OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT. NEW CONIT. MULTI -OUTLET NwNRESID. @7.50 EWER %. CI a sINGLE ovnt� cIR. Ex. Occup. OUTLET OR FIXTURES BA0 p 1.00 Ex. Occup..50 FMED APPINS. OR ounFTs RESID. E0. 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. ❑ 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 Nvisions of section 3700 of the Labor Code, I shall forthwi h comply th e visi S. r., X Date r Signature of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 109.10 HAZ. I D. FEES S9150 This permit is hereby issued under the of the Butte County Code and/or indi a above for hich fees have °, By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. / '3 DILIZ�r ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY 01 BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - UILI)ANG DIVISION 7 County CenfeP Dave • Oroville, California 95965 • Telephon (530) 538-1541 PcM&T I o. k IAPPL[CATION AND PERMIT off, Q356SORPAR_-'�FAh�A ba °o� ? ' BUILDING PERMIT S0. FT. OCC. BUILDING VALVA ON Me= AMD s ox �Eal 6%=W= MS 8901E t'D ar�srmorvra�s M4NE USEOFS RUCTURE 3F V Duplex D Nbbilehosns O Odher TYPE OF WORK Haw 0 Adam 0 Rsmodd 0 LWw 0 f 0 Other 0 *PPAIT FEE ?Alb -SRA SklotI F . n "mT esu lJ prt ZHTO eon 3:.8i valuation S %a $ acidno Fee Plan Chug Fee PIT FEE S Each Trap I • Solar or heed pump wabes heater Water p#mg Esoh gas walm hem or vent C39 h me mmimm 1 . s MAMIf ng sewer a Hmne IS I GI W PsRBdiT i p S ..1 ICAL PEWIT Sefvi-e � Cm � Sams: a tom► TD feed► uwz• f � .1 7.0D 23.00 15.00 I 5.00 15.00 1 S.00 !20.00 20.00 20.00 E-- • O=mM ounce Da F93UM e M D APAUS OR Er. aunEm OEM El 5.0D Tem Servbe 29.00 Lbbile Home Facmes 20.00 . hl6s: Vtrau s 25.00 PERUa FSE $ JAEOfAAIICAL PERMIT Fling Fee 2o.00 Heafing [H=fl cooling I6.50 Nbbue Home Ineolis5on Fee is Energy h>spGaon Fee Is oS ==Tree TOTAL FEE $ 6 , MAL I L FM W D COF PAR& PD I MD This perm@ is hereby Issued under the app6=ble provis mns of fhe Budde County Code and/or Resoduti= b do work incfr sled above for which fees have been paid By . Date Re�3ptNa ' PERMIT EXPIRES ON PYFai6.Q�S.e.D_ eaM6RT-I�SSL3soa PItaG-IR'SPcGTOR GD1D=NRD0.APPLICANT fib► COUNTY OP BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET l 6-R s. �. OWNER: � �- I ASSESSOR PARCEL NUMBERC9'(-6- o8 Proposed Building Use: I ir1 IW�� Counter Technician: Date: ' v Items required in order to apply for a pbrmit. All boxes.MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. �Complete plans, 3 or 4 sets, signed by the preparer of the plans. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. F. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form................................................................................ _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in _ ❑ 17. City of Chico Plumbing permit......................................................................... _ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ❑ 19. Planning approval for (A) Use:'`=„ (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ................................ _ ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). — ❑ 22. Pre -Inspection for required ................ _ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 26. Letter of Signature authorization.................................................................... _ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement............ ......................... _ ❑ 28. Manufactured home utility clearance............................................................... _ ❑ 29. Existing violations and/or expired permits......................................................... _ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statemggn of Facts etter from Legal Owner, ❑ Check to H.C.D. V3$ 1. Other: I �'5Ll.Q�. �"� 1b N — \- When issued Telephone r :, 2, -i S,%Z,✓1, and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: y 3 1. Index permit application for the above items numbered: 2. Additional items required Plan Check Letter Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date: Plans approved by: Z) Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: 6, Yellow: Buildine Division Matthew Robert McKisson, Architect 1490 Highway 99, Suite B, Gridley, CA 95948 Fax 530-846-6358 Tel 530-846-6376 Department of Development 5erviCe5 Building Division 7 Count Center Drive Oroville, CA 95965 Attention: Building Inspector Re: Wayne Birkholtz new re50ence APN-025-240-083 Wayne Birkholtz owner/builder has installed 51mp5on threaded rod anchors with epoxy to his existing foundation. One row of rods are for an interior braced wall line and another Single threaded rod was installed at the garage footing. These threaded rod anchors are A307 %2" diameter x 7" Ig. and are anchored in place by "51mp5on fast cure epoxy" (Refer. ICBO approval #ER -4945) with 4" minimum embedment length. Allowable ten5ion loads are 3730#. Allowable shear loads are 1870#. Upon my review, I found the in5tallation to be per manufacturers 5pecification5 and therefore structurally adequate for the loads imposed. If you have any que5tion5 regardincg these changes please feel free to call me at 530 846 63�" -76 L Thank you, Ma thew R. MCK15 n — Architect I s, MATTHEW WISSON C-19423 510 3 8 NOTES: 1. MEASURES SHALL BE TAKEN TO CONTROL FUGITIVE . DUST EMISSIONS FROM ALL DRIVEWAY AND OTHER CIVIL CONSTRUCTION ASSOCIATED WITH RESIDENTIAL DEVELOPMENT. ALL WELL. SITES 2. DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES f1RE LEACHFIELD FREE SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE 11 OF THE BUTTE COUNTY CODE, PRIOR TO 30' BSL ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLI— CATION FOR THE BUILDING PERMIT. SCALE: .1 100 - 3. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES %17� ,/( SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED �� '� n AS OF THE DATE OF APPLICATION FOR THE BUILDING /`/ f _, -� ._ r . ,�AcG�•'��f , / PERMITS.- , t , f /! � / • 4. THE BUILDING SETBACK, FROM THE. SIDE AND REAR PROPERTY -LINES -SHALL BE AT LEAST. 30 FEET. N / r d/' '� r j /,•' /7 ,! PARCEL2 r+ �� , 5. FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN -- ._ % / T' . / f i/r' ✓f 1 .. 1 i i •,0 ' � ;� ,� % s ACCORDANCE WITH THE NATIONAL- 'i'/� !! Sl TE f/ % :'j�,f f f '/`/ /� ,�,/ '.—'%,�fi J( ). ,J '� �/� CIATION STANDARD FOR TH FIRE PROTECTION ASSO f/-/y.f ,. ff,.,/�/,/�', / ,''r/ /f / `, / E f % / E INSTALLATION 0 SPRINKLER PARCEL.''/% f%/,r�,�,f./f /' '` �• f� DI �f�/ 'i�0" /� /� /'' % ' / HS HOMES, SYSTEMS ONE AND TWO FAMILY DWELLINGS AND MOBILE / / �, f ,/�, / •� / / / , r �.� / �,%%'//`r r �' X� �1,T f,% /r'' ` ,/r/ 30 L ES, N PA STANDARD 13D, UNLESS A PRESSURIZED i /%Zle f COMMUNITY WATER SYSTEM, WITH HYDRANTS THAT MEET �If % FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. LEQFND BSL BUILDINI C:, ,SE•TB n,CK LINE USABLE SEWAGE DISPOSAL AREAS , NOTES CONTINUE6; 7. BUILDING IDENTIFICATION AND/OR ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLICL' RESOURCES CODE 4290 AND SHALT, BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY WHEREAFTER. 8. PROVIDE AN ALL WEATHER ACCESS AT LEAST 10 cp FEET WIDE AND WITH A VERTICAL CLEARCE OF 15 FEET THAT WILL ACCOMMODATE A 40,000 POUED FIRE APPARATUS --`Z..2- U 2, TO ALL STRUCTURES. , 9. NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE STOP SIGN.'- IN ACCORDANCE WITH CIVIL CODE SECTION 845, MAINTENANCE OF THE ROAD, INCLUDING THE STOP SIGN SHALL 13E SHARED BY THOSE PARCEL MAP PROPERTIES WITH A LEGAL INTEREST IN THE PRIVATE RIGHT-OF-WAY OR EASEMENT. OF PARCEL 1, 53 MAPS 23 10. DEVELOPMENT OF THESE PARCELS MAY REQUIRE .DESIGN & A PORTION OF THE NORTH 1/2 OF THE CONSTRUCTION OF STANDARD DETENTION FACILITIES OR OTHER SW 1/4 OF SEC. 1, T'.18N. R.3E. APPROVED METHODS OF CONTROLLING ADDITIONAL RUNOFF IN ME UNINCORPORATED AREA OF CREATED BY DEVELOPMENT OF THESE PARCELS. BUTTE COUNTY WORKS PUBLIC WORKS MUST BE CONTACTED PRIOR TO BUTTE COUNTY, CALIFORNIA DEVELOPMENT, AND THE PROPOSED METHOD OF CONTROLLING . FOR ADDITIONAL RUNOFF MUST BE APPROVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF ANY DEVELOPMENT PERMITS... TLD RUNGE SHEET 2 OF 2 ' THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION IS FOR RAP . APS 25-24-83 OilCrraveS _ INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF CIVILpp/" THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD LAND EARS OG associates TITLE INTEREST. SURVEYORS P.O. BOX 986 OROWLLE, CAL. 95965 Ph. (530)534-9587 00�—.155 1/1-1 PAI 0 1 U Dept 0 M -VL ilii 1/1-1 PAI 0 1 U Dept 0 M -VL HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 l CON`1'RACTOR: WILLIAM F. SQUYRES, JR. FIRE PRO'1'EC'i':CON ( 530) 345-1012 I ADDRESS: PO BOX 3176 CHICO ► r CA 95927-3176 Date: 02-25-2003 File: BHOLZ-1 Ii JOB BIRKHOLZ RESIDENCE, 1 HEAD FLOWING I STATIC 40.0 Psi RESIDUAL 35.0 Psi.FLOW 30 Cpm SPRINKLER MANUF : RELIABLE MODEL : F1/RES/CC I MIN SPR FLOW : 15.0 GPM MIN SPR PRES 14.8 Psi III,. NODE ELEVATION K- PRESSURE DISCHARGE NO, FEET FACTOR Psi GPM ------ _------------------------------------------------------------------------ 1 11.0 15.3 2 11.0 18.2 3 11.0 19.9 f`! 4 11.0 20.8 ., 5 2.0 SOURCE 25.5 110N Co SPRINKLERS FLOWING 1 Qtl.0 t. AREA PER SPRINKLER 256 Sq.Ft. C� TOTAL DESIGN AREA 256 F S Sq.Ft. $ F ; r ti REQUIRED DENSITY .06 Gpm/Sq.Ft. c r2 ti Lic.No. 275 � ' COMPUTED DENSITY .06 Gpm/Sq.Ft. C-16 TOTAL SPRINKLER FLOW 15.3 GPM ' TOTAL DOMESTIC FLOW 0.0 GPM OP CAU�® TOTAL WATER REQUIRED 15.3 GPM . TOTAL SPRINKLER PRESS 25.5 Psi j; WATER METER LOSS 0,0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE is Copyright(1991) SUPPLY PRESS AVAILABLE 38.6 Psi by DEMAND PRESS REQUIRED 25.5 Psi Hydrdnios Engineering PRESSURE CUSHION 13.1 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 I y; IIf. MAXIMUM VELOCITY c 8.0 FIS +i 1 d. I I ;1 E 1 �i i i--- -- --- - --- --- ---- — HYDRUNICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 I' CONTRACTOR: WILLIAM F. SQUYRGS, JR. FIRE PROTECTION 53 0) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-25-2003 File: BHOLZ-1 JOB BIRKHOLZ RESIDENCE, 1 HEAD FLOWING !' PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE N0, Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------ ----- --- 1 q. --------------------------------------------15.3 15.2 K= 3.90 L= 9.0 Pt 15.3 Pt 15,2 F=2LR F= 15,0 C= 150 Pe 0,0 Pv -0,4 VeQl= 8.0 D= 0.884 TL= 24.0 0.1197 Pf 2.9 Pn 14.9 Pt 18.2 !: 2 -- ------ --- ------ 4 2 q= 0.0 --------------------------� K= 0.00 L= 26.5 Pt 18.2 Pt 18.2 2 0= 15,2 F=L4RB F= 16,0= 150 Pe 0,0 Pv -0.2 ! Vel= 5.1 D= 1.109 TL= 42.5 0.0397 Pf 1.7 Pn 18.0 3 Pt 19.9 ' --------- ---- ----__--- ------------------ 3 q= 0.0 --------------- K= 0.00 L= - ------- 13.5 -------- Pt 19.9 Pt 19.9 3 Q= 15,2 F=L2R F= 9,0 C= 150 Pe 0,0 Pv -0,2 Vel= 5.1 D= 1.109 TL- 22.5 0.0397 Pf 0.9 Pn 19.7 Pt 20.8 3 4 - - -------------- ----- !.; ------------------------------------------------------ ----------- 4 -------- q. --------------------------- 0.0 K= 0.00 L= 9.0 Pt 20.8 Pt 20.8 4 Q= 15,2 F=4R$ F= 11,0 C= 150 Pe 3,9 Pv -0,2 Vel= 5.1 D= 1.109 TL= 20.0 0.0397 Pf 0.8 Pn 20.6 Pt 25.5 -------5---------------------------------------------- Meter - 0.0 ----------------- Valve = 0.0 ------ -__ ' -- ----- ---------------------- --------------- --- Q= 15,2 ----------------------------------------- ------------------------------ -«< SOURCE »> Pt 25,5 ------ - - .i E=>45-E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly ,i i ., t,. �f i` jy j 90 80 70 - 40 X Static X 1 X Resid HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 30 + 4i * Spr Sys I;. 20 + I �I * Elev Loss i10 ++--+---+-----------+-------+---------------------- ------+------------+ I� 0 200 300 400 500 600 700 $00 900 1000 1.85 FLOW -(GPM) 'II JOB HIRKHOLZ RESIDENCE, 1 HEAD FLOWING d X'- Water Supply Curve * - Water Demand Curve 11 j Static 40.0 Psi Avail Press 38.6 Psi @ 15.3 Gpm Residual : 35.0 Psi Req'd Press 25.5 Psi @ 15.3 Gpm .; Flaw 30.0 Gpm Press Cushln 13,1 Psi i I '! HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRE-S, OR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-25-2003 Fila: BHOLZ-2 ;i JOB : BIRKHOLZ RESIDENCE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm j SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW : 12,0 Gpm MIN SPR PRES : 9.5 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO, FEET FACTOR Psi Gpm #: ------- - -------------------------- 1 11.0 3.90 --------------------------------- 10.1 12.4 2 11.0 3.90 12.1 13.5 j 3 11.0 16.6 4 11.0 19.0 5 2.0 SOURCE 25.0 i SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq.Ft. I TOTAL DESIGN AREA . 512 Sq.Ft. REQUIRED DENSITY .05 Gpm/Sq.Ft. :i COMPUTED DENSITY . .05 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 25.9 Gpm TOTAL DOMESTIC FLOW . 0.0 Gpm ` TOTAL WATER REQUIRED 25.9 Gpm TOTAL SPRINKLER PRESS 25.0 Psi f. WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE ,! Copyright(1991) SUPPLY PRESS AVAILABLE 36.2 Psi by DEMAND PRESS REQUIRED 25.0 Psi Hydronics Engineering PRESSURE CUSHION 11.2 Psi 34119 Fremont Bl, Suite 609 ` Fremont, Ca., 94555 t (415) 487-9160' .3 I! MAXIMUM VELOCITY 8.6 F/S ;a is ' i E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYR&s, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-25-2003 File: BHOLZ-2 JOB : BIRKHOLZ RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------- ----------------------------------------- ------------------ ------- q= 12.4 K= 3.90 L= 9.5 Pt 10.1 Pt 10.1 Q= 12.3 F=2LR F= 15.0 Ct- 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= 24.5 0,0811 Pf 2.0 Pn 9.8, 2 Pt 12.1 ------------------------------------------------------------------------- 2 q= 13.5 K= 3.90 L= 26.5 'Pt 12.1 Pt 12.1 2 Q= 25.8 F=L4RB F= 16.0 C= 150 Pe 0.0 Pv -0.5 ri Vel= 8.6 D= 1.109 TL= 42.5 0.1055 Pf 4.5 Pn 11.6 3 Pt 16.6 ------------- 3 -------- q= ---- 0.0 ----------- K= 0.00 ---------------------------- L= 13.5 Pt ----- 16.6 Pt ---- 16.6 3 Q= 25.8 F=L2R F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.6 D= 1.3,09 TL® 22.-5 0.1055 Pf 2.4 Pn 16.1 4 ---------- Pt 19.0 ------------------ 4 -------------- q= 0.0 --------- K= 0.00 L= ------ 9.0 ------------------------- Pt 19.0'Pt - 19.0 4 Q= 25.8 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.5 Vel= 8.6 D= 1.109 TL= 20.0 0.1055 Pf 2.1 Pn 18.5 5 Pt 25.0 ------------------------------------------------ Meter 0.0 ------------------------- Valve - 0.0 i -------------------------- 5 ------------------------------------------------------------------------- Q= 25.8 ----------------------------------------------- <<< SOURCE >>> Pt 25.0 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH t' 10 + G * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+-------- ---+ 0 200.300 400 500 600 700 800 900 1.000 1.85 FLOW -(GPM) JOB BIRKHOLZ RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 36.2 Psi @ 25.9 Gpm Residual 35.0 Psi Req'd Press 25.0 Psi @ 25.9 Gpm Flow 30.0 Gpm Press Cush'n 11.2 Psi PSI i ? 100 + I .1 80 + 70 + $ :i ,i 60 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH t' 10 + G * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+-------- ---+ 0 200.300 400 500 600 700 800 900 1.000 1.85 FLOW -(GPM) JOB BIRKHOLZ RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 36.2 Psi @ 25.9 Gpm Residual 35.0 Psi Req'd Press 25.0 Psi @ 25.9 Gpm Flow 30.0 Gpm Press Cush'n 11.2 Psi 41 i l NOMINAL INC;III !i NPT I r\AI:NS, IONS Mow I I G, I I I' M A 13 I. .. . ............ 7111 IG fill, til 17 26 V 60 63 1 33 it 7. v 60 Glq 17 33 1).ov l).ovw 15 11 vvr I'AGOURE. 7 2 3 0 c) c) 711 Z)ovw o:l 3 36 (; Cr 794. 7 304. 2 31 rvw 72 07 36 OP, JIW)VSQW 3 V. it QL)ICK, Galvaiiized'I'miks- 76 I)s.i QL)ICK, Galvaiiized'I'miks- 76 I)s.i ............. G pa y -,Iw(l()wi YGallol is Dimensioll 'a 20-10 30--50 Dia.x Fit. wt. Model 1 Gallons 4.3 '16 x 40 '72 42 I all 42 42 4.3 20 x 32 7-1 ,12 Shot 82 '12.7 11,4 20 x 60 1,14 82 120 West -120' 1 B.G *12.2 24 x 60 30 78 '161 303 220 West 220 34.1 22.4 46.6 32.11 x 36 x 80 11,16 �JG West 3-115 4M) 74.4 49 42 x 87 *126 640 665 13525-00111bo 525 61.4 63.13 36 x 900 Combo Combo.... 139.5 9 Models have 1)061 kol17 incl qc vertical i i iol." it 119 Note: ri2Ci 900 (In oil All cAl w, S P1 0 vol ti( -,Il of ily. Read Carefully! Installation Instructions — General 1, Use the Model CCP Cup�an_d_push on Cover Plate Assem- biv only with Model F1 FR F1 FR QREC or 155°F F1/RES 18 Pendent Sprinkler. Figure 2 is typical. 2. Do not use an other cover late assembly with Model F1FR F1FR Q EC or F1/RES 18 Sprinkler. 3, Use only the 135°F temperature rated model CCP cover plate assembly with the Model F1/RES 18 Pendent sprin- kler. Refer to Bulletin 141 and this caution sheet for techni- cal information. 4. Use the appropriate temperature rated Model CCP cover pplate assembly with either the Model F1FR or F1FR QRF_C Pendent sprinkler in accordance with Bulletin 143 or 151 and Caution Sheet CA -70. 5. Install sprinklers after ceiling is in place. 3. Never apply pail it arid/or other coatir ig to sprinkler or cot i- cealed sprinkler cover plate. 7. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. g. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling dimension is shown on Fig. 3 or Fig. 4. Ceiling hole diameter is 2 s g. Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until it is tight against the ceiling. 10, Never install the Model F1/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100°F. 11. When residential sprinklers are installed in plastic piping systems containing glycerine, special care is required to achieve a proper thread seal. Contact the fitting manufac- turer for recommended sealant and installation procedure. Installation Wrench Model RC1 Sprinkler Wrench I Fig. 1 Technical Data q,ead Maximum Temperature Rating Maximump Pressure S rinkler Cover CeilingTemp__z" 175 psig 155T 135°F 100°F Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe I sprinkler systems of one and two family dwellings and mobile homes, in residential occupancies up to four stories in height or in the resideniini porliotis of any cx,cupancy per NFPA 13D, 1311 or 13. The Deflector of the Model F1/RES 18 is marked "Pend.", "Res. Sprkr' "F1/RES/18;' 155°F and "K=3.9", The frame wrench boss is marked "Basco' and "F 1 3.9". The push on cover plate assembly is labeled "Basco 135°F (57°C)) Model CCP cover plate - - - - for use with Reliable Model F1/RES 18 3.9 K orifice, 1550F sprinkler only'. Installation Apply a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprig) ler wrenching surfaces to install the sprinkler in the fitting. A 2 ae di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model F1/RES 18 Sprinkler is only to be installed with 135°F rated Model CCP Concealed Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Spprinklers are distinguished by the bronze pipe cap insert. When ceiling'tem- peratures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. DuPont Registered Trademark. Installation Data - NFPA 13,13D and 13R Maximum Munmum Required Sprinkler Drscharr e Nominal Orifice Sprinkler Distance _ _ -_-Single Sprinkle_ r _Two Or More_Sprinklers__ Size Fmodel(in.) "K" Spacing TO Wail Flow Pressure Flow Ea. Pressure Ea. Factor (Ft.)- - 12x 12 (Ft.) - 6 (9pm) (psi)(gpm) 11 8.0 (Psi)--- 10.5 7.2 14 x 14 7 12 9.5 10.5 7.2 Fl/RES/CCP 3e 3.9 16 x 16 8 15 14.8 12 9.5 Concealed 18 x 18 9 16 16.8 13 11.1 _ 20 x 20 10 18 1 21.3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount ver cion, lNeW rorK I t.=Z CA -60B H ry •r �•. �� "i�4:iA�a°� These areas must Surfaces must. be be softened and •, assembled ,while they Solvent Cementing penetrated are wet �nd,;soft The solvent cemented connection in thermoplastic „ pipe and fittings is the Kist vital link in ,:i plastic pipe "`' ;; installation., It can meati the Succc scar failure of _ Li -le system as a whole. Accoicfingly, it requires thr _ Sarric plofeSSlonal Cc11<_,;illt.I;.l(Le ltioiI Cllr"it ale t_ilVC11 to other components of the syst.ciTt.y,,,• Ir the ccnlent coatings on the Or- WI ier, Whe,I using the, ONE! Sita,Ell (I riltings are wet and fluter when 'I here are nearly solve I it CeillCntil-Ig tcic:I lniclues o, t,entinq process, pent tration and �,Issr^nll.tly takes place, they Will tend Ixablishcd CUveril-Ig stcl) t)y Step (�r()CVdlll'CS OI'I jUSt• softenll g cart be achieved,bythe io flow together and become ortc cctrncrit ii.acrf It cad ONE: 5•I CP' Also; 1f the Cement Is wet the I•low to slake solvent. cerncnted joints. HOW(WO', cementing procedures carefully' st.ni:aces beneath tlhem.will still be WC' feel that If ll7e basic p1InC11JIC:5 il'iVOIVed arG refer to insh,llalirnh Instructions), For sort, eu,tl hese Softened surfar_es in explained, ICYlUWl1 iN"ICI UI1C'leYSfOUCt, .a better certain sizes, antler certain tileaighi: part of the1otnt will tend understanding wot.td be gained, as eo what conditions, it may be desirable to to fuse togcthe.r 11Se tr,e'pvvo ST -.P process which techniques .:arc nece:;<<n'Y to shit 1"),a utilizes ;, pimer to ensure, ndequatc applications, temperatt.o-e conditions, and variations softening, r -or example, when working in cold weather with large Surfaces in size and fits of I)1Oe arid fittings. diarneter pipe, more time and Be lWai'e at all tllllCS Of good safety practices. Pool addillonal applications array ue Surrkes Solvent cements for POO and fittil"Igs are (iarnmable, required. so there should be t7O smoking nor ocher sources Cefnent coatings Of ` of heat: Hanle in workir-ic o - storage areas. Be sufficient thickness + II sure to work Only In ;:l well ventilated space and avoid unneccssaily skin contact with all solvents. More detailed safety information is available from Flarvel or WS (Weld -Orifi Corporation. �l 11 t rusrcl $urraces I As the solvent,,dissipates, the ' ;, cemene layernd,the softener.) ., , r'.) To cQn m_q�ee good ��, More than sufficient cement'to fill ��i�esprn c'll(nharden nereaselDl Joint ;iste►ntlyt lite louse part of the joint be U' strrngU,„�' jood Jolntwill take the Og1'1$5� .i�lC' fO�NOWIt 1 SI'IOU�CIy a _ g' randeFStUOd., r ^. applied, riesides (1111119 the gap, adequate, cement layers will , .. requited d worl<Ipg:pressure long I before theJolnCis'fullydryandrinnl .be-;catefully ti Joint tr,tlethosurfacesandaiso' ritnir, wet t.nitli the Jolrtt Is ' strength Is obtained:' In the tight The jolnrng'surfaces must be softened , ;' assembled. Prove tills yourself' � (fused) part of [recount, strength will <Jnvelo more quickly than in p „ r� M++, _ "Sr'. i ar1,d m�GIQ' 5CIYiiflUid, { , rl ”; Apply oil Tile top surface of a piece of two separate layers of art of t1he the looser (bonded) p, �n r ,. $uffident'Cement must.be applied t0 fel pipe ccrnent. First flow on a heavy layer;, Dint. lnforma4lon;about the develo.rrnent of Bond sCrength of ...,c. r t F;1 the„ a 'between pipe and fitting g p of ccrnent, there alongside it a thin' brushed out layer. Test the layers I solvent cementedognts Is available. Assembly p pIpe,,�r�r fIttings; must be , f u , � every 15 seconds or so by gentle i ) ' tap with your finger, You willynbteti r ma'a While the'surfaces are, still V.Ve, ,r that the thin layer becomes tacky, Ind fluid 1 } t '' ;Il gi; and it .11 dries quickly (prdtial)l ,, • y t . 'iJoInt,strength rJvt(bps as the cement+� ' within 15 seconds) The hevyNlayer, , will lenl�in wet much longer}N r ares.' In, ile •tight part of the joint tthe . ` check for penetration a few minute; + i surfaces will tend to'.fuse together i after applying these layers3crape' tile nl with a knife. The thin layers' „the loose part the cement will bond to , ; will n,lvr, achieved little or no The heavy one, much T rtetration. he QUALITY ,L i Le both surfaces. .' ':" pen more peru,lration. s VSR-SF VANE TYPE WATERFLOW (OPOTTER RD FOR SMALL PIPE SWITCH WITH BETA Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 Don Leslie Street Mills, Ontario, Canada M3B2M3 St. Louis, Mo. 63146 Don i (314)878-4321 I (800)325-3936 (416)441-1833 UL & ULC LISTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS x y, Enclosure: Cast Aluminum, red enamal finish. Cover held In place with tamper resistant screws. Contact s: Rating Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V. AC P 2 Amp. @ 0-30V. DC >.. Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes -1",1 1/4", & 1 1/2" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Lim flat Ions: 40° F/120° F 4.5° C/490 C Caution: This device is not Intended for applications In explosive environments. Service Use: NFPA-13 Automatic Sprinkler NFPA-13D One or Two Family Dwelling Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local Auxiliary NFPA-72A NFPA-72B Remote Station NFPA-72C NFPA-72D STK. NO. 1113000 Proprietary U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 Optional: Cover Tamper Switch , order SIR. No. 0090018 OTHER PATENTS PENDING. Kit for Outdoor Use: Order Stk. No. 1940036 The Model VSR-SF is a vane type waterflow switch for use Screw the device into the "TEE" filling as shown in Fig. 2. on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe Care must be taken to properly orient the device for the size. The unit may also be used as a sectional waterflow direction of waterflow. detector on large systems. The unit contains two single pole double throw snap action The vane must not rub the inside of the "TEE" or bind in any ted switches and an adjustable pneumatic retard. inute was device canhalsld move freely when o be used in copper orplastic 1pipe switches are actuated when a flow of 10 gallons per Th or more occurs downstream of the device. The flow condi- installations with the proper adapters so that the specified tion must exist for a period of time necessary to overcome "TEE" fitting may be installed on the pipe run. the selected retard period. devices may be mounted in a TESTING: Check the operation of the unit by opening the INSTALLATION: These d horizontal or vertical pipe. ev horizontal pipe they should "Inspection Test Valve" at the end of the sprinkler line orthe be installed on the top side of the pipe where they will be ac- drain and test connection, if an Inspectors Test Valve is not cessible. The units should not be Installed within 6" of a provided. valve, drain or fitting which changes the direction of the If there are no provisions for testing the operation of the waterflow. The unit has a 1 " NPT bushing for threading into flow detection device on the system, application of the a non corrosive "TEE". See figure 2 for proper "TEE" size, VSR-SF is not recommended or advisable type and installation. sed ltering that shows the pipe CAUTION: There are 8 paddles furnished with each unit. These paddles be a rai The screw that holds the paddle size and type of'TEE" that they are to be used with. The proper pad Mu5j must be securely tightened. REV D BULLETIN 002 PAGE 1 OF 2 PRINTED IN USA (mm) 6 (150) 12VDC PBD126 1706012 .12A 85 - 76 8 (200) 12VDC PBD128 - 1706012 - .12A 90 76 -. 10 (250) 12VDC PBD1910 1710012 .12A 92 78 - 6 (150) 24VDC PBD246 1706024 .06A 87 76 8 (200) 24VDC PBD248 1708024 .06A 91 79 10 (250) 24VDC PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1806024 .17A 91 76 8(200) 24VAC PBA248 1808024 17A 9M1 78 10 (250) 24VAC PBA2410 1810024 - .17A - gq 76 _- 6(150) 120VAC PBA1206 1806120 - .05A 92 82 8(200) 120VAC PBA1208 1808120 .05A 99 82 10 (250) 120VAC PBA12010 1810120 .05A gg 85 Notes:made 1. Minimum dB ratings are calculated from integraterange is ss to measurem (-340 0C).66 C) at Underwriters Laboratories as specified in UL Standard 464. UL temperature9 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. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV P MFG. #!5400776 - 3199 PAGE 1 of 2 I ' i I-�—B--D►h4—B-1�x►I C C [4- A 00- ij Size Range - 3/4" thru 2" C.P.V.C. pipe. protects the C.P.V.C. pipe from any rough surface. Mciterial- Carbon Steel with galvanized finish G-90 govt spec. The Fig. 23 design incorporates snap retainers allowing easier Function- The Fig. 23 and Fig. 24 are intended to perform as a and faster installation. hanger/restrainer to support only C.P.V.C. piping used In The Fig. 23 and Fig. 24 are easily attached to the building struc automatic fire sprinkler systems. ture using the two hex head self threading screws* furnished Fig. 23 and Fig. 24 can be installed on the top or on the bottom with the product. It is recommended that rechargeable electricdrills fitted with a hex socket attachment be used as Installation of a beam. The Fig. 23 can also be installed on the side of a tools. No impact tools (such as a hammer) or impact fasteners beam. (such as drive screws or nails) are allowed. Damage has been The Fig. 23 and Fig. 24 can also function as a restrainer to prevent known to result from Installations using Impact type tools. No the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood is required. Approvals - Underwriters' Laboratories listed to support fire Order By - Figure number and C.RV.C. pipe size. sprinkler piping. Meets and exceeds the requirements Of Patents Pending N.F.P.A. 13, 13R, and 13D. *-Hardened hex head self threading screw is furnished with the Features - The Fig. 23 and Fig. 24 incorporate features which product and is the minimum fastener size acceptable. protect the pipe and ease installation. The flared edge design C.P.V.C. PIPE SIZE A 'FIG. 23 FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2V5 16 1 9e16 1-5/32 66W-6%lf 67r3/"A'%W1'TW/ff1,9 1-3/16 1-3/16 5-1/2 5/16 9 7111,W9, W1,10FAR -17*1 4 1 4-3/16 3 RIA 2 12-3 32 -1578 16 1-3/16 �-1 61/2 5/16 11 787M, W F3, RoMM 01,, 1 2 4w7Z.8 3j_1/ 6 L_ 2-7 16 1-27/32 ..... . 1-3/16 1-3 /16 8" 6 15 _L_ - REVISED 3/94 i os■e ■ M -UD N1.'O'RTI1 n RAM Z RE -FTZ P01111 -1-2- I Z M1I U-- 1 {NO/5 , v Xcr 03 L•) i_l ) Air a U ' 42. U F—'Mr 1 t A-+ r. BUt , s"s F._ DRAWN ®I®%i (;®NT S CHECKED MOTES: - C't1V ICi, ~� - W.F. Y ES O DATE Fire rot 1, System to be instialled per N.F.P.A 13P, manufacturers specifications, �.� • p 3 ic.o� : 27 06 * and local A.H.J. , SCALE 1 a 16 2. All piping to be "`Listed" CPVC or equiv. { %� 3. Pipe hangers to be "Tolco" or equiv. ., o e NO. op CRS -`Fob 4_. Freeze protection, water supply, carpentry and electrical by others. ry� I 5. Riser to be installled in "stud bay" within indicated wall. SHEET 6. Exact pipe run lengths and head locations subject to field verification. 7. Heads to be Reliable FI/RES/CCP, K=3.9. Flows based on a 16'X16' grid patltern. (see attached. calcs.) , S. All pipes to be'/e, inch diameter unless otherwise noted. ✓% SHEETS ...... 7�- ,WTELFDy E NAnoNALTRACMFAF It NO. 186A•18AZI&-- oh — (91, 'let 0 -C -11�vvj Ca Mus w un 0lea QHdc F ; _ 1 '1~> -J 1-ZIO A bf 4 I I I ii k� Q' i i 4�f 9 ' a2 }yI oh — (91, 'let 0 -C -11�vvj Ca Mus w un 0lea QHdc F ; _ 1 '1~> -J 1-ZIO A bf �ox m will I �- APPROVED Butte Co?jj j �Ith Ironmen 0 lox xtrX ( U, Wf9l C:U 13. APPROVED Butte Count, Environmental Health Date Signature 3( x YL 42� 131