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041-080-152
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION 4:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: ZEPHYR POINT ROAD Owner: Permit NO: B07-2164 APN: 041-080-152 GLEASON, TIMOTHY W & MIR Issued Date: 12/19/2007 By KEJ Permit type: RESIDENTIAL 5226 TRAFALGAR SQ Subtype: SFD-Custom/Model PARADISE, CA 95969 Expiration Date: 12/18/2008 Description: NSF DWELLING (5853), GAR (836), (530) 877-9482 Occupancy: R-3 Zoning: FR -40 Contractor Applicant: Square Footage: GALLI DESIGNS INC GALLI DESIGNS INC Building Garage Remdl/Addn 884 WHISPERING WINDS 884 WHISPERING WINDS 5,853 836 CHICO, CA 95928 CHICO, CA 95928 (530)345-8646 (530)345-8646 Other Porch/Patio Total 1,034 7,723 _1 FEE INFORMATION CWIF SF $2,411.06 DBFIRE Fire Inspection (SRA) $102.70 CWIF SF $2,269.89 DBFIRE SRA Fire Plan Review (S $102.70 CWIFAUD Impact Processing Audi $50.00 DBOMSCF Fire Safe Standards Re $115.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $38.04 DB R3 Dwelling -Custom, Model $3,473.12 DB R3 Dwelling -Custom, Model $2,140.94 DBEH Building Review Fee $75.70 Total Charged: $10,932.83 Fees Paid: $10,932.83 DBFIRE Fire Inspection (SRA) $102.70 Balance Due: $0.00 Receipt No: B5698 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License GALLI DESIGNS INC 407855 / B / 10/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, requires the applicant for such permit to file a signed statement that he or she is licensed R U ItPENAL OF PERJURY that I am licensed under provisions of Chapter 9also t Se tion 7000) of Div ion 3 of the B iness and Professions Code, and my license Pursuant to the provisions of the Contractofs License Law [Chapter 9 (commencing with Section 7000) 6HEREBB of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects 12/19/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Con ractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and poli u ber are' �) The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). //J��� Carrier, Policy Number) �v Exp. Date: ! (This section need not a completed if the permit is oror onllars ($100) r Ie s. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I she t em toy an n in any manner so as to become subject to the Workers' Compensati la s of i mia, and ree that if I should become subject to the workers'X 12/19/2007 ensa on pr visi s of Section 370 of the La r Code, I shall forthwith comply with those Owners Signature Date rov to X 12/19/2007 I hereby certify that I have read this application and slate that the above information is correct. I agree Date to comply with all City and County ordinances, rules, regulations, and Stale laws relating to building WARNING: FAILURE TO SECU WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EM LOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co ty to ve mentioned property for inspection purposes. I hereby certify that I am the ope er or am a tho iz t act on the props owners behalf. G/I�,Z- 12/19/2007 CONSTRUCTION LENDING AGENCY Y 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for a ofttee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) �/Contractor Owner OR; Agent for Owner Agent for Contractor FILE COPY Lender's Address City StateZip I q, �) 0 1 19 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Nam F' Name Mailing L6-r=V_ • CitySta Z'P476 g Phone y�(O"rta Phone 77 ,/ g*2 ?' Fax E-mail CONTRACTOR Name M � • ��.;,� � � Address,ApUL City �� StateC.- Z'P476 g Phone y�(O"rta FaxT'•?, _a/�-- E-mail LJi4 IURWk, • CIC*A Lic.'Z40 7 ?5` Class -Es ARCHITECT/ENGINEER Name Addres Ci"Ceneo St3Fe. Phoner�..r��Q �� !! r� Fax gp77?70 0 E-mails St a ti s APPLICANT INFORMATION Name, A ` 1 CAKAeLl Address * 1At vv�[` Ci"Ceneo State Phone3�gp(,, i ►/ _ "T1O Fax E-mail ' u �`�•C� APPLICANT SIGNATURE X _. i n PERMIT NO. 807- WORKER'S COMPENSATION Policy Number 4T*2_1 7_ Carrier GC, I IF If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name T_—_2AtAl- CF= ►1SDi M�iNS'�'. �� `f COP— '5 DESCRIPTION OR SCOPE OF WORK: S - Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: C�xO�o(l� Zoning Flood Zone SRA I Yes No Occ. Type Const. Uri 16 oy=� ii/1�!'-� �� ��Sf�fi�`�C�..��_� G'•" .�y i.��� �Gi�G�`,f�:``• ,/ry •.. 4 IT f ;l•°C/s� * CJ Yu �.^�J♦L'��.'•\ ..i�...r:� cL����1 j'���:9, _�, • •.a til, i�, . - � �1', y. �..�i._'-��/.�_ � • .� •/.....I Y_•����:_•yf..�.�....I�Frl i�^A'V,� I,"1 �..T-Y'�yJV:S?.sw ' 'i ....►..�}�s._:.r �..�i:��•��} � 1. 'l. ::�,"4 j �� F � J,,� '6. T ,= r, P' -�; '.• }�•i� a J��� ...i�'� fo'Yi`�i •tri s �R ���•d t..5� �y ••_A.^y BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 0-10* - 4!�� #Z!;�T(-29Z Permit Number: FEE07-0145 Job Address: 0 PENTZ RD Contractor: 53Sa M tv Printed: 12/14/2007 10:08 am Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFFIREVE SF 1851-0-280-1011853 $707.16 CWIFFIREF SF 1851-0-280-1011852 $366.35 DB R3 Dwelling -Custom, Model DBF DWLNG CSTM/MDL N Permit F( 0010-440001-4210500-1010 $3,368.44 DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $2,245.62 DBEH Buildine Review Fee 0021-540013-4614901-1010 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $205.40 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFGGVE SF 1810-0-280-101001 $306.61 DBSMIP Residential 1001-0-280-1011298 $38.04 109932.83 $0.00 Printed By: Gwyn Benedict Balance Due: $10,932.83 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 12/14/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). M BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Printed: 10/17/2007 3:39 pm Permit Number: B07-2164 Job Address: ZEPHYR POINT ROAD Contractor: GALLI DESIGNS INC 884 WHISPERING WINDS CHICO, CA 95928 Fee Description Account Number Fee Amount Paid Date 15fit Alert CWIF SF CWIFFIREVE SF 1851-0-280-1011853 $707.16 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFFIREF SF 1851-0-280-1011852 DB R3 Dwelling -Custom, Model DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 10/17/2007 $2,140.94 DBF DWLNG CSTM/MDL N Permit Fi 0010-440001-4210500-1010 (�$2,140'.94 211.4 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/17/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 10/17/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100450001-4617240-1010 $102.70 10/17/2007 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFSHERFJL SF 090807 1800-0-280-1011811 $425.00 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 DBSMIP Residential 1001-0-280-1011298 $38.45 Printed By: Kourtni Graham 109671.54 $29422.04 Balance Due: $8,249.50 At the time of perm' p cat n, I was advised the above fees are required prior to issuance of the permit. Th es hang r'n t plan checking process. Signatu Date: 10/17/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). a gS 3 74 yl- e�o-nom' Js� a . 3 ( R y ,0( L°pY (LCA' 0� ��v eC- Butte County Department of DevelopmevtB§ riges �S TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECT COUNTY 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecountV.net/dds PLAN CHANGE ❑ DEC 10 2007 DEVELOPMENT SERVICES RECHECK � Owner's Name: l�PC4sr:� AP#: Q�/��g'Q /Sz BP#: rj - l Lel Received By: Date: Time: rfl �m S3o Contact Person & Phone Number: U1- q/1g Z/a c1()AL PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice - Inspector's Nam �ponse to Plan Check Letter - Plans Examiner's Name: �) I(In *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the engineer or architect must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved. WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 1/2X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: . Receipt #: Revised 6/07 NCHO neering Plan Check Response Gleason Residence APN:041-080-152 BPN: B07-2164 BUTTE COUNTY DEC -10 2007 DEVELOPMENT SERVICES The following responses are in return to the plan check comments made by Jim Peterson, Plans . Examiner of Butte County. Comments: 1. An application will be submitted with the revised plans. /2.The Deed will be filled by the owners. 3. The requirement for tempered glass is listed on the window schedule on sheet 11. 4. The Title 24 calculations have been revised. - 6) Attic access has been added to the roof plan as required. The HVAC units have been located. The decking material has been specified on the second floor plan. The retaining wall schedule is provided for use on an as needed basis for the slabs located at the porch, verandas and the entry. A note has been added to the foundation plan specifying the use of this detail. Note #2 has been omitted as it is not used for this project. ,0'Tlie span has been -increased to 17'-6". ,,1A!The required nailing for top plate splices has been modified. 16lculations for the tall wall studs and posts have been provided in the calculation package as C1 and C2. .Thear wall note 2 has been clarified. �he required sill has been noted on each shear wall type, in the schedule. K�quired sill fasteners have been revised to provide proper penetration. revised1 have been for sill anchorage. Jarr 011iday, P.E. 5,550 Skyway Suite C Civil, Structural, Surveying Paradise CA 95969 (530) 877-3700 Phone/Fax NCHO ineering Detail 12 of sheet has been modified to reference the structural details for all required shear transfers since detail 8/S6 is not necessarily the typical eave condition. ,153 Detail 9/S6 has been keyed to the plan at the garage door. ti The holdown specification shod Id have been HDU8. ®'The anchor specifications have been revised at wall line 4. 61. he footings at the HDU8 locations have been increased in size and the rebar has been V increased to resist the loading. I also have a requirement on the plans to provide a foundation 3" deeper than the required depth of the embed of the anchor bolt for': 3'-0" in either direction which in this case gives`you'a 31".deep_6'-0" long footing for each holdown. The calculations have been revised for the HDU8 holdowns which do not require the 6x post. ?��he locations of the drag trusses have been noted on the plan. Detail 5/S6 has been noted ` as needed. <he truss above the 16' long interior shear wall has been revised to be a drag truss. The ���"` revised calculations have been provided. A shear transfer detail has been keyed to the plan for this condition. 25. II pier and girder locations have been added to the plans. ',�-'ghear wall note 3 has been revised to clarify the requirements of T 1-11. 27. Two sets of revised plans and calculations have been provided. If you have any further questions please feel free to contact me at the number below. Sincerely, Jarrod Holliday, P.E. Jarrod Holliday, P.E. Civil, Structural, Surveying 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING November 29, 2007 Michael Galli 884 Whispering Winds Ln. Chico, CA 95928 Assessor Parcel Number: 041-080-152 Building Permit Number: B07-2164 (New Single Family Residence for Gleason) Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Note on the plans: For all. PEX or CPVC installations, a completed "REQUEST TO USE PEX WATER PIPE" or "Certificate of Compliance for installations of CPVC Plumbing Materials" form ,.,must be submitted and approved by the Building Official. A Deed Restriction and Limited Use Facility must be recorded to limit the use of the unfinished room on the second floor. The deed restriction will state that the room will not be used for living or sleeping. This deed restriction will be prepared by Butte County and must be signed, notarized and recorded by the property owner. Please provide a copy of the vesting grant deed for the property so that we may prepare the deed restriction. Tempered glass windows are required at the master bedroom spa tub if the exposed bottom edge of the window is less than 60 inches to the standing surface or outlet drain. Tempered glazing is required for window J that is within 24 inches of the each vertical edge. (2001 C.B. C, Chapter 24, section 406.4, note number 5 & 6). J v ' Ieadroom tvise the Title 24 energy calculations to model a raised wood floor foundation, the calculation show (0 �r a concrete slab. /ovide attic access opening with the minimum opening size of 22"X 30" with unobstructed C height of 30" above the access opening. SShow the location of the heat and air conditioning units. .pecify deck material for the second floor decks. Provide product information and the ICC- ES evaluation report numbers. 8 Show location of the retaining wall specified on detail 14/S3 and key to the plans.. Clarify note 2 on the foundation plan that specifiesl" diameter threadedrod anchor bolts. Where oes this occur? W WI f Clarify the span for roof Beam # 2. It appears the beam span should be 17'-6" as per sheet 9 of the f framing plan, but the structural calculations show a span of 16'-0". Please clarify size, type and number of nails required at top plate splices. Note 10 on sheet 9 indicates "all top plate splices to have 14d. nails". A'� ovide tall stud and post calculations for the 21' tall walls at the Great Room. Verify exterior wall ing is adequate to resist wind plus axial loads. Shear wall note 2 on sheet S 1 indicates 2X sill plates may be used for the type 3 shear walls if twice the number of anchor bolts are installed. The schedule indicates 1/2" anchor bolts at 19" o.c or 5/8" anchor bolts at 26" o.c. Is a 3X sill required for this spacing? Please clarify whether the anchor bolt acing specified has been doubled or not. Please clarify when 3X sills are required for the shear walls: Please specify sill plate size required for each shear wall on the shear wall schedule. Comply with CBC Table 23-11-I-1 footnote 3. Specify sill fastener type, size and spacing that will provide adequate penetration thru the 3x sills into the main member for the type 4 shear walls. S ar walls 4, 5, 6 and 7 indicate 416's". Do you mean 16d nails? Please clarify. lease revise the eave connection shown on the "typical construction" detail on sheet 12 to match etail 8/S6. Please key detail 9/S6 to the roof plan on sheet 9. Does the portal frame detail apply to both sides of the garage door opening? If so, please key detail 9/S6 to both sides. Provide listing for the HDUH holdowns specified on the plans. I can't find any reference to HDUH Q holdowns in Simpson's catalog. Please verify that the HDUH holdowns are an adequate substitution for the holdowns specified in the structural calculations and revise the plans and/or calculations to match the;holdowns used. ;A!Provide SSTB28 holdown anchor bolts at the HDUH holdown near the fireplace along wall line 4 as specified in the structural calculations. The plans show an SSTB 16. OProvide adequate footings to resist tension from the HDUH holdowns specified at the shear walls .. all g wall lines 4 and C. rovide 6X post at the holdowns for the 13.5' shear wall along wall line C as specified in the structural calculations. paG 2ic Please show locations of drag trusses on the roof framing plan, sheet 9 and key connection detail 5/S6 the plans where required. n l ovide shear transfer detail of the roof diaphragm connection to the 16' long interior shear wall along j� _ wall line C. Provide drag truss if required and key detail to the plans. `+ j 25. lease show all pier and girder locations on the foundation plan. Piers and girders are not specified at. (� the Great Room, Media Room, Study and Galley areas. 26. Please clarify shear wall note 3 on sheet S1. Specify thickness of T1-11 siding and stitch nailing for the double studs. 27. Please submit two corrected sets of plans and calculations for recheck If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Philo Hunt, P.E. Plans Examiner Plan Check Engineer ieepeterson r@. buttecoun .net phunt@buttecounty.net cc: Jarrod Holliday, Engineer OCT -16-2007 22:24 MID VALLEY TITLE & ESCROW P.04 r l� lll111lull Ial11l11Nllll PARC 20®3—t010 i i 1 20 UCOMMG >EiBQt1B8M BY Recorded I REC FEE 10.08 3 MID VALLEY TITLE CO. Official Records I TAX 302.50 AND WJMN g1d Pl= MM, CotmtyE f i D'1 1 10.50 TIMOTHY W. GLEASOIV MOUAM N. GLEASO ORMDACE J. @RIJBBS I 5226 TRAFALGAR SQUARE er PARADISE, CA 95969 RMMRY 01CX N Assistant I Barbara 09 -MM 19- lar -2003 1 Page 1 of P Spate Above Thta Line for Raorder's Use Only A.p.N.: Oai-080•iS2 Order No.. Eecrow No.: 20628Mr GRANT DEED THE UNDMIGNBD ORANTOR(s) DEMARLO) THAT DOCUbIENTARY TRANSFER TAXIS: COUNTY UO2-50 [ X ] computed on Lull value of pro " conveyed, or computed on full value Lem vIual of liens or encumbraaoes remaining at time of sale, X I unincorporated area; [ ] Town of _, and FOR A VALUABLE CONSWERAMON, Receipt of which is hereby w4mowledged, JASON VANCE and JENNIFER VANCE, Husband and Wife hereby GRANTS) to TIMOTHY W. GLEASON and MMUM N. GLEASON$ Uusbaud and Wife as Joint Tenants the following described property In the UNINCOMRA,TED AREA, County of Butte State of California; See Legal ption 1ASON VANCE t Document Date: _MVch-L4,2003- STATS 4 2003 STATt3 OP G COUNTY OF and made a part hereof. W162,1 1E 12 E us creme. VY1 � .cL.n V i {'• rr � !U O�. �•� oetsow* appeared a stri. Vg -,n 0= A1C �P�nrti-�•�✓ 1a..n,�e personally tmoWn to M (or proved w me on the halts of sadsactory evidence) to be the person(s) Whose uam s) Wam subscribed to the erithin instrument wW eclmowtedRed to mo Gut he/ahe/@ey =Mod dw same in h1sftr/their Ivftrind capaclWW) wd lbas by hMer/tbdr d8natu e(s) on the lwtrunhent the pettnon(a) or the ea td upon behalf of which the person(s) aged, executed the h mtment. vnwws may hand ad officw seat. Sigualloa L.li(/kJ T, MARSHA VlEARA Comm. #1278711 Q NOTARY PUBLIC CAUFORNIA Q3U17E ID ECOUNTY aOUNTY woa� M*W Ooi ^ 20% UL 1 1 2007 DEVELOPMENT SERVICES �� Mail Tax Statementa to: SAME AS ABOVE or Address Noted Below OCT_ -16-2007 22:24 Preliminary Report Description MID VALLEY TITLE & ESCROW Order No. SU -206285-2 MV The -land referred to Herein is situated in, the State of California, County of Butte, and is described'as. follows, PARCEL I: BEING A PORTION OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHERLY 1383 FEET OF THE EASTERLY 1320 FEET OF THE SOUTHEAST QUARTER OF SAID SECTION 1. EXCEPTING THEREFROM THE EASTERLY 60 FEET OF THE ABOVE DESCRIBED PROPERTY. APN 041-080-152-000 r• PARCEL H: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTIL1T1ES PURPOSES OVER THE FOLLOWING DESCRIBED PROPERTY; THE NORTHERLY 61 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST -QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M.; THE NORTHERLY 61 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 6 LYING WESTERLY OF PENTZ ROAD AND THE NORTHERLY 61 FEET OF THE EASTERLY 60 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M. PARCEL HE LM IS PURSUANT TO A BOUNDARY LAVE MODIFICATION APPROVED By THE COUNTY OF BUTTE, BY DEED RECORDED DECEMBER 28, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-55409, AND THIS IS THE RESULTANT DESCRIPTION. P.05 TOTAL P.05 10/15/07 11:29 FAX.— BIDWELL TITLE "RECORDING REQUESTED BY NW VALLEY Trn.E Order No.1674WLW/LP Escrow No. WHEN RECORDED MAIL TO: PUBLIC WORKS ATTN: STV DAVIDFJIM 3923 DRY CREEK RD. OROMELLE, CA. 95965 I�Illll{!{InI1N111lIlillUll� 1998-- 0059409 Recorded 1 REC FSH 10.88 official lDards I WON .80 Butte I ReCOrda6r0N 1 I I Naureen 10:34AN 2a�c�-1998 I Page i of 2. erAM AWvr. TfM LMa f®t 86COPMOM USE DOCUMMARY TRANSFER TAX S....O........ ._...._Computed on the eoessdeawien or value ofptopetty eonveyed;OR sc n¢r•t ARM 9V IMF MtuT+-SIGHED —,.,..Computcd on the ansidefafhm of value Teta liens m• mumbtmlce Tamining at time of wla Sigltawce of Doclatant of Atlee deterridnmg taa -- F'utn Nagle 11911 the eonsidvemion or value is lets than S I OOM R& T 11911 LOT LINE ADJUSTMENT DEED APN: 041.080.011 FOR A VALUABLE CONSIDERATION. receipt Of whieb is haft acknowk-494 DAVID H. ELLIS AND BRENDA BARRETT ELX.IS. here by G=Ks) to DAVID H. ELLIS AND BRENDA BARRM EL&M HUSBAND AND WIn AS J01NT TEINANTS the real property in the City of UNINCORPORATED AREA State of CalifoTai� described as County of Butte SEE ATTACHED IMMIT "A" t mt►-..: m: s STATE OF CALIFORMA Is& COUNTY OF W fT7F 1 berate ma JE]tNiFER mm*&L m9ARY pasonally OR DAVID H. EL -LIS AND pasm'uy know" to rm (or pmved m rte on the Wis of Satlafactwy avidam) to bo Qc pasoo(s) whom nm*) iehre aubul� to ole within ios ,m. ane aclmovA*dged to [neon[ llg&hdityateeutedfesame m hjulmt hair sudmii:ed apoc4CIcs). and that by hiyUTAheirtngna- mre(e) . a the imm uTrttnt the pow -0) of the entity upon behalf of wbieh tiro por5a,4) acted, eooctued the incrummf. i�11 Jnr cF aill� ib boa = pot 4L B01 WITNESMmy and 0MCial xaL , (I3is wes forofileial [www seat) Signage MAIL TAX STATEMENTS AS DIRECTED ABOVE BUTTE COUNT' Q� 0 17 2007 DSVEi.t)P11'iENT SERVICES 10/15/07 11:29 FAX— _ _ BIDWELL TITLE Z 002/002 RESULTANT PARCEL 2 (ECUS L.L.A.) All that certain real property siruat in the County of Butte, Stale of California, described as follows; Being a portion of Section 1, T. 21 N., R. 3 B., M.D.M., more particularly described as follows; The southerly 1333 feet of the easterly 1320 feet of the southeast quarter of said Section L EXCEPTING TIUREFROM the easterly 60 feet of the above described property. TOGETrMR WITH a non-awiusive easement for road and public utilities purposes over the following described property: The northerly 61 feet of the southwet quarter of the southwest quarter of Section 6, T_ 21N_, R. 4 E., M.D.M, the northerly 61 feet of the southeast quarter of the southwest quartet of said Section 6 lying westerly of Peru Road and the northerly 61 feet of the easterly 60 feet ofthe southeast quartet' of the southeast quarter of said Section 1, T. 21 N., M 3 E., MD.M. The purpose of this deed is to of oc t a lot line adjustment as approved by the Butte County Diredor of Public Works on September 4, 1998. No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government .Code Sectionb6412(d), and approval of it does not constitute assurance that firture applications for building permits or other land entitlements on the modified lots or parcels will be approved by the County of Butte. 5�0 �,AN o s6,R�F STEL yo EXPA"20 J>. No.6050 qTE OF CAVXil Qe PAGE 1 OF 1 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2164 Date: 10/17/2007 Location: ZEPHYR POINT ROAD By: KCG Parcel Number: 041-080-152 Sub Type: SFD-Custom/Model Owner Name: GLEASON, TIMOTHY W & NIIRIAM N Phone: (530) 877-9482 Description: NSF DWELLING(5352), GAR(836), COV(1034) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 I■EWMI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VOO ❑ ❑ ❑ ❑ ❑ ❑ �E] City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Prop FILE California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2164 Date: 10/17/2007 Location: ZEPHYR POINT ROAD By: KCG Parcel Number: 041-080-152 Sub Type: SFD-Custom/Model Owner Name: GLEASON, TIMOTHY W & MIRJAM N Phone: (530) 877-9482 Description: NSF DWELLING(5352), GAR(836), COV(1034) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre-inspecti 10/17/2007 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE Butte, County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2164 Location: ZEPHYR POINT ROAD Parcel Number: 041-080-152 Owner Name: GLEASON, TIMOTHY W & MIRIAM N Description: NSF DWELLINGj4(352), j; ART8N), COV(1034) Signature of FILE Date: 10/17/2007 Phone: (530) 877-9482 Date: 10/17/2007 Butte, County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C 0 O 0 O 0 WAbbOp Z$ National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-2164 Date: 10/17/2007 Location: ZEPHYR POINT ROAD By: KCG Parcel Number: 041-080-152 Sub Type: SFD-Custom/Model Owner Name: GLEASON, TIMOTHY W & MHUAM N Phone: (530) 877-9482 Description: NSF DWELLING(5352), GAR(836), COV(1034) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. FILE Date: 10/17/2007 CHO ngineering October 12, 2007 Butte County Building Department 7 County Center Drive Oroville CA 95965 Re: Gleason Residence Zephyr Point Road Paradise, CA Attn: Building Official I have reviewed the truss layout and designs provided by Construction Framing Specialists. I have found the calculation package to be in agreement with the structural system designed for the above mentioned project. This letter recognizes that the truss calculations meet or exceed the structural requirements of the structure. If there are any questions or concerns, please feel free to contact me at the number below. JARROD HOLLIDAY, P.E. CIVIL -STRUCTURAL, SURVEYING BUTTE COUNTY iii; 1 17 2007 DEVELOPMENT SERVICES i 5550 SKYWAY SUITE C PARADISE CA 95969 (530) 877-3700 PHONE/FAX P October 12, 2007 A'_-ffr*7_u nearing Butte County Building Department 7 County Center Drive Oroville CA 95965 Re: Gleason Residence Zephyr Point Road Paradise, CA Attn: Building Official I have reviewed the truss layout and designs provided by Construction Framing Specialists. I have found the calculation package to be in agreement with the structural system designed for the above mentioned project. This letter recognizes that the truss calculations meet or exceed the structural requirements of the structure. If there are any questions or concerns, please feel free to contact me at the number below. Than E. tett TE CGTJAdTy 2001 a:h. 0' Ls,OPMElt1T SERVICES JARROD HOLLIDAY, P.E. CIVIL -STRUCTURAL, SURVEYING 5550 SKYWAY SUITE C PARADISE CA 95969 (530) 877-3700 PHONE/FAX it i t—:._ II 8 is .. D;I L,_'J_ • . I if -- —— ........... .. i 'p;f i�� a°°�+ m °vea�r�cerr�c•�eo !tt I j � SSl •-_ r}�;!= [[,3�t Vit► Slllii[`' =r[,s�p p a — sh�e a MIS ails qqgg a tjo�lSlf"kr�il lei 9 ilit 3 � i GLEASON RESICE ° °qO' °°°°ER iOPa'° k. t Rowetta M •° �»«e. i N � •� errs r.rq°ew. u 08810 N6R wrar c .sae °.n•w+. MAN BOOR PLAN or°». nfaen•.w �mcroa +e+r oa .°°oo•oeoc+ am VVA tnm 0 m LVA vl el�Ir�l 6 GLEASON RESIDENCE j «••• PQCPCR"sps 6,W. 1 uwnyP.—. u r~ 6..0FLOOR PLAN pft— m", a— I CaWRAC100 M Gas 0.-060.02 m®OI¢O m ®OBL3Y7BG7B��B0 li ��lo�`a��i 4 IAF 1 , p m ® m mail®® ass joi rl l� €� i l a pill � � �if i ii li�t� I k. t Rossetta • oeaioaea . b 9v m®OI¢O m ®OBL3Y7BG7B��B0 li ��lo�`a��i 4 IAF 1 , p m ® m mail®® ass joi rl l� €� i l a pill � � �if i ii li�t� I k. t Rossetta • oeaioaea . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION ` Site Address: 0 PENTZ RD Owner: Permit No: B07-2220 APN: 041-080-152 GLEASON, TIMOTHY Issued Date: 12/21/2007 By KEJ Permit type: MISCELLANEOUS 5226 TRAFALGAR SQ Subtype: Fire Suppression PARADISE, CA 95969 Expiration Date: 12/20/2008 Description: FIRESPRINKLERS FOR B07-2164 (530) 877-9482 Occupancy: Zoning: Contractor Applicant: Square Footage: SQUYRES WILLIAM F JR SQUYRES WILLIAM F JR Building Garage Remdl/Addn P O BOX 3176 P O BOX 3176 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530) 345-1012 (530) 345-1012 FEE INFORMATION DBOMSCF Fire Protection Engine $231.96. LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires SQUYRES WILLIAM F JR 275206 / C16 / 10/31/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (comms ing with Section 7000) o toe Business and Professions Code, and my license is in full fo and eff `t./� - X �_ 12/21/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑1 HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. t ' l 1 HAV LE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by �J Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 1617846 Exp. Date:10/01/2008 (This section need not be completed if the permit isor one a 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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those prov,' ions. X 12/21/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPE SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $231.96 Fees Paid: $231.96 Balance Due: $0.00 Receipt No: B5117 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: FI, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License j Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: 12/21 /2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the roperty owns m authorized to act on the property owner's behalf. '" �_ S G r., r„ , 12/21/2007 Owner I y ( Contractor OR. FlAgent for Owner Agent for Contractor 4� FILE COPY r Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2220 Location: 0 PENTZ RD Parcel Number: 041-080-152 Date: 10/26/2007 Owner Name: GLEASON, TIMOTHY Phone: (530) 877-9482 Description: FIRESPRINKLERS FOR B07-2164 Signature of Applicant: Date: 10/26/2007 FIL �r Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds Q. 0 0 0 0 0 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2220 Date: 10/26/2007 Location: 0 PENTZ RD By: TMP Parcel Number: 041-080-152 Sub Type: Fire Suppression Owner Name: GLEASON, TIMOTHY Phone: (530) 877-9482 Description: FIRESPRINKLERS FOR B07-2164 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: \_/ LK Title: C v\� t OJ _0 FILE Date: 10/26/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT-SERVICE.S BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name legs 0� first Name Mailing Address City State Zip Phone Fax E-mail CONTRACTOR Name Addie O D City City C I -o State z4y 5-q Z Phone3 <j `_ a�Z Fao9 S " � S(D E-mail Lic. # q S ZO & Y—Mi • --- - APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Z Phone Date Approved: Fax E-mail State License Number --- - APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APP IC IGNATURE X For office use only: //�� 1 API O i l ,\0 Zoning City Flood Zone. SF Yes No Occ. Subdivision Name Type Const. Map Bo olc Page ! of # Planner LENDING AGENCY Date Approved: PERAUT NO. 130J'a�Z'-2_0 BIN # PROJECT LOCATION //�� 1 API O i l ,\0 Property Address City Cross GIreet SRA WORKER'S COMPENSATION Policy Number I Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Sc o a of Work: ':s b Sq FT- bving Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: --Bldg SRA Receipt #: Sheriff �_SMIP Date: Other Total SITE PLAN REVIEW APPLICATION Date: $ " 7i — AP# Permit Number (if applicable) 1(1,1j Bin Number APPLICANTINFORMATION Parcel Size: r4&U-� Owners Name: X" Owners Address: Telephone No.: –� Situs Address: Proposed Use: 5-,Pj 001 s . Email: v� Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other:— Brief 'Explanation ther: Brief'Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel © Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A 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 4S 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 • Flood Panel No.: Q 5 TS_ C— Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Calif6mi6 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: f' - CSF "�-- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side �S + Side Street Rear + + Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. a Applicable Development Fees: Standard Fees. ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Amount Formula 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: �.'� �( C3 �. 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:M No ❑ Yes Comments: &)0,5 In. Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice 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 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: - ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ 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. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa EJ C 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. CALarys\Building Permit Site Plan Reviewl .dce Page 5 of 5 RECORDING REQUESTED BY 1 VALLEY TITLE Order No.167484-LWILP Escrow No. WHEN RECORDED MAIL TO: PUBLIC WORKS ATTN: STU DAVID ELLIS 3923 DRY CREEK RD. OROVILLE, CA. 95965 I II II'I I' I' I'II' II I"I'll (I II'I I'I 1 998-0055409 Recorded Official Records County Of Butte CANDACE J. GRUBBS Recorder 10:34AM 28 -Dec -1998 REC FEE 10,00 CONFORM .00 Maureen Page 1 of 2 SPACE ABOVE nUS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $....0........ .........Computed on the consideration or value of property conveyed; OR .........Computed on the consideration or value less liens or encumbrances AS DECLARED BY THE UNDERSIGNED remaining at time of sale. Signature of Declarant or Agent determining tax — Firm Name 11911 the consideration or value is less than $100.00 R & T 11911 LOT LINE ADJUSTMENT DEED,' APN: 041-080-012 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DAVID H. ELLIS AND BRENDA BARRETT ELLIS hereby Grant(s) to . DAVID H. ELLIS AND BRENDA BARRETT ELLIS, HUSBAND AND WIFE AS JOINT TENANTS the real property in the City of UNINCORPORATED AREA County of Butte SEE ATTACHED EXHIBIT "A" } STATE OF CALIFORNIA }SS. COUNTY OF RUZTE } On DECEMBER 2_199$ before me, JENNIFER MACKALL NOTARY PUBLIC personally appeared DAVID H. ELLIS AND BRENDA BARRETT ELLIS 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 signa- tures) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ha d and official seal. Signature 7: , State of California, described as 7, DAVID 0. ELLIS BRENDA ; . . . aNJENNIFER MACKALL COMM. ! 1158505 WTARY PUBU.4WFOW70COUNTY OF BUTTEy Comm. E:olra OCL 12, 2001 (This area for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE RESULTANT PARCEL 2 (ELLIS L.L.A.) All that certain real property situate in the County of Butte, State of California, described as follows; Being a portion of Section 1, T. 21 N., R 3 E., M.D.M., more particularly described as follows; The southerly 1383 feet of the easterly 1320 feet of the southeast quarter of said Section 1. EXCEPTING THEREFROM. the easterly 60 feet of the above described property. TOGETHER WITH a non-exclusive easement for road and public utilities purposes over the following described property: The northerly 61 feet of the southwest quarter of the southwest quarter of Section 6, T. 21N., R 4 E., M.D.M., the northerly 61 feet of the southeast quarter of the southwest quarter of said Section 6 lying westerly of Pentz Road and the northerly 61 feet of the easterly 60 feet of the southeast quarter of the southeast quarter of said Section 1, T. 21 N., R. 3 E., M.D.M. The purpose of this deed is to effect a lot line adjustment as approved by the Butte County Director of Public Works on September 4, 1998. No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land entitlements on the modified lots or parcels will be approved by the County of Butte. �pN 0 S�R�i ST�cV Fro Ln EXP"O-O s NO 6050 �Q qTF OF CA0 PAGE 1 OF 1 CON CARIVEWAY = -� -- FINISH -GRADE AT Wl' \ 85 y` ` 95 10. 71 R E SI`D'E N C E - \ F.F. AT 6481'=8'POOL { . , / 1 '1 , �< �/ �' \ �� `- `,• '�i`\iii\ �C2 � ` y \ + { /-------------- I �`\i dQ POOL \' ` '\ oa \------------ �' \!� SFt`LE�F 84.j1 + w \ `` �, '�, , \'•(`�,'�` \ 90.0• �� Ln ---------- HOUSE 1 FINISH GRADE / ;• .'\ \ �\' \ \ ` AT 6,681'-0' { EINISH G12�tDE_/. `,'� � \ � \ �'` \ \ AT•b,685'-0' --_ � \` \ \ \ \ \ \ y TANK. INSTALL PER:^ O BIITTD 0. STANDARDS Q wi 190 \`\'` •�``\- \ \`^.� `� -'— — — —'per \����' � / \ \ `'% {' 1 15 80 1 \ - \ \ \ 85 LEACH FIELD, INSTALL ` � ` '' 80 PER UTTE,� .STDS� \\ \ IN Z 601-0" PLANNIk3 9IVISIO�NJ • BUIU Use: Parking: _ Landscap Other: Signature: HYDRONICS: I RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 SUBMITTAL. Jr. (530) 345-1012. ENGINEERS William F. Squyres, BUTTE COUNTY LICENSE 275206 OCT 2 6 2007 DESIGNER Brandon Squyres DEVELOPME.NT DATE 10-25-2007 SERVICES FILE GALLI GLEASON JOB NAME Gleason Residence LOCATION Zepher Point Road, Butte County AP# 041-080-152 DESIGN DATA. DESIGN CRITERION: 13 D - RESIDENTIAL MIN SPR FLOW : 13 Gpm AREA PER SPRINKLER 256 Sq Ft 1107, C 0 TOTAL CALCULATED AREA 512 Sq Ft Rr-C-1 0 TOTAL SPRINKLERS CALCULATED 2 Heads No. 5 C-1 6 FLOW DATA. OF C TOTAL SPRINKLER FLOW 26.0 Gpm OFC DOMESTIC DEMAND 5.0 Gpm TOTAL WATER REQUIRED 31.0 Gpm BASE OF RISER NODE: 8 FLOW: 31.0 Gpm PRESSURE: 30.6 Psi Service unty De AUTHORITY HAVING JURISDICTION Butte Co partment of Development 530-538-7541 PHONE 1-7 N- N- E- A- S : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 10-25-2007 File: C:\RESDEN56\Galli Gleason.RES JOB DESIGN SPRINKLER MANUF RELIABLE RCF43, 16xl6, K=4.3, P=9.1 MODEL RCF43 DENSITY 0.05 Gpm/Sq Ft VALVE .0 Psi I AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft SPRINKLER Q 13.0 Gpm METER .0 Psi NODES 12 PIPES 12 SOURCE STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN SPRINKLER MANUF RELIABLE - RCF43, 16xl6, K=4.3, P=9.1 MODEL RCF43 I SPRINKLER Q 13.0 Gpm VALVE .0 Psi SPRINKLER P 9.1 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 20.0 4.3 9.1 13.0 2 20.0 4.3 9.2 13.0 3 20.0 10.2 4 20.0 12.6 5 20.0 17.4 A 20.0 17.9 20.0 20.7 B 10.0 22.6 C 10.0 25.4 7 10.0 25.6 8 3.0 30.6 5.0 DOME 9 20.0 SOURCE 23.9 31.0 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm REQUIRED DENSITY .051 Gpm/Sq Ft COMPUTED DENSITY .051 Gpm/Sq Ft TOTAL SPRINKLER FLOW 31.0 Gpm �TOTAL DOMESTIC FLOW 5 Gpm TOTAL WATER REQUIRED 31.0 Gpm TOTAL SPRINKLER PRESS 23.9 Psi WATER METER LOSS .0 Psi VALVE FIXED LOSS .0 Psi Copyright(2007) SUPPLY PRESS AVAILABLE 42.0 Psi by DEMAND PRESS REQUIRED 23 ' 9 Psi Hydronics Engineering PRESSURE CUSHION 18.1 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 13.9 FIS (800) 845-9819 1i.XUeAU1j1U6 -'_�.b 6UBMiTTAL. Page 2 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 10-25-2007 File: C:\RESDEN56\Galli Gleason.RES JOB PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.0 K= 4.3 L= 4.5 Pt 9.1 Pt 9.1 Q= 13.0 F= L F= 7.0 C= 150 Pe .0 Pv -.3 Vel= 6.9 D= .874 TL= 11.5 .0942 Pf 1.1 Pn 8.8 3 Pt 10.2 -------------------------------------------------------------------------- 2 q= 13.0 K= 4.3 L= 4.0 Pt 9.2 Pt 9.2 2 Q= 13.0 F= L F= 7.0 C= 150 Pe .0 Pv -.3 Vel= 7.0 D= .874 TL= 11.0 .0946 Pf 1.0 Pn 8.8 3 Pt 10.2 -------------------------------------------------------------------------- 3 q= .0 K= .0 L= 4.0 Pt 10.2 Pt 10.2 3 Q= 26.0 F= B F= 3.0 C= 150 Pe .0 Pv -1.3 Vel= 13.9 D= .874 TL= 7.0 .3404 Pf 2.4 Pn 8.9 4 Pt 12.6 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 30.0 Pt 12.6 Pt 12.6 4 Q= 26.0 F= 8RB F= 13.0 C= 150 Pe .0 Pv -.5 Vel= 8.8 D= 1.101 TL= 43.0 .1106 Pf 4.8 Pn 12.1 5 Pt 17.4 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 12.0 Pt 17.4 Pt 17.4 5 Q= 11.5 F= L F= 7.0 C= 150 Pe .0 Pv .1 Vel= 3.9 D= 1.101 TL= 19.0 D246 Pf .5 Pn 17.3 A Pt 17.9 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 78.5 Pt 17.4 Pt 17.4 6 Q= 14.5 F= 11R F= 11.0 C= 150 Pe .0 Pv -.2 Vel= 4.9 D= 1.101 TL= 89.5 .0373 Pf 3.3 Pn 17.2 6 Pt 20.7 -------------------------------------------------------------------------- 6 q= .0 K= .0 L= 10.0 Pt 20.7 Pt 20.7 7 Q= 14.5 F= B F= 5.0 C= 150 Pe 4.3 Pv -.2 Vel= 4,9 D= 1.101 TL= 15.0 .0373 Pf .6 Pn 20.6 7 Pt 25.6 -------------------------------------------------------------------------- A q= .0 K= .0 L= 10.0 Pt 17.9 Pt 17.9 8 Q= 11.5 F= L F= 7.0 C= 150 Pe 4.3 Pv -.1 Vel= 3.9 D= 1.101 TL= 17.0 .0246 Pf .4 Pn 17.8 B Pt 22.6 -------------------------------------------------------------------------- B q= .0 K= .0 L= 91.5 Pt 22.6 Pt 22.6 9 Q= 11.5 F= 15RB F= 20.0 C= 150 Pe .0 Pv -.1 Vel= 3.9 D= 1.101 TL= 111.5 .0246 Pf 2.7 Pn 22.5 C -------------------------------------------------------------------------- Pt 25.4 z:�yt-�IvrajtK kiXUhRULIC6 �).b - 8UBMiTTAL. Page 3 ENGINEEiS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 10-25-2007 File: C:\RESDEN56\Galli Gleason.RES JOB PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- - C q= .0 K= .0 L= 9.0 Pt 25.4 Pt 25.4 10 Q= 11.5 F= 2R F= 2.0 C= 150 Pe .0 Pv -.1 Vel= 3.9 D= 1.101 TL= 11.0 .0246 Pf .3 Pn 25.3 7 Pt 25.6 -------------------------------------------------------------------------- 7 q= .0 K= .0 L= 7.0 Pt 25.6 Pt 25.6 11 Q= 26.0 F= 3RS F= 10.0 C= 150 Pe 3.0 Pv -.5 Vel= 8.8 D= 1.101 TL= 17.0 .1106 Pf 1.9 Pn 25.1 8 Pt 30.6 -------------------------------------------------------------------------- 8 q= 5.0 K= .0 L= 70.0 Pt 30.6 Pt 30.6 12 Q= 31.0 F= RL F= 12.0 C= 150 Pe -7.4 Pv -.1 Vel= 3.2 D= 2.003 TL= 82.0 .0083 Pf .7 Pn 30.5 9 -------------------------------------------------------------------------- Pt 23.9 13 -------------------------------------------------------------------------- .......................................................................... Q= 31.0 <<< SOURCE >>> Pt 23.9 E=>90-Elb T=>TeeBch L=>Lt-Elb C=>ChkVlv B=>BfyVlv G=>GatVlv A=>AlmChk kiXDXUNiU6: XE6iDENTiAL FIRE SPRINKLER HYDRAULICS 5.6 SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. DATE : 10-25-2007 FILE C:\RESDEN56\Galli Gleason.RES JOB PSI FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 30 35 40 45 50 FLOW Gpm G E) Water Supply Static : 50.0 Resid : 40.0 Flow : 35.0 Water Demand Avl Pr : 42.0 @ 31 Req Pr : 23.9 @ 31 Pr Cush : 18.1 Copyright: Hydronics Engineering, 2007. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. L Model RFC43 Flat Concealed I C� alfil" ion Residential Sprinkler (SIN RA0612) Read Carefully! Installation instructions General Instructions 1 - Do not pull on the deflector when moving Model Installation RFC43 Sprinklers from the shipping carton. The Model RFC43 is to be installed in ceilings with a 2. Install sprinklers after ceiling is in place. plenum space above, that does not have a positive 3. Never apply paint or any other coating to sprinkler pressure. In addition, inspect all sprinklers after or concealed sprinkler cover plate. installation to ensure that both the gap between the 4. Do not install concealed sprinklers in ceilings cover plate and ceiling and the (4) slots in the cup are which have positive pressure in the space above, open and free of any air flow impediment. and do not cover the cup vent holes. An open Aftera2% inch diameter hole is cut in the ceiling, the plenum space must be above the sprinkler cup. sprinkler is to be installed with the Model FC Wrench. 5. Use a Model RFC Wrench, (Fig. 1) to install When installing a sprinkler, the wrench is first Yklers. Face of sprinkler fitting to ceiling is positioned into the sprinkler/cup assembly and /116i� Ceiling hole diameter is 2%?. around the hexagonal body of the sprinkler frame. 6. Final adjustment of each cover is made by hand The Wrench must bottom out against the cup in order turning the cover plate in the clockwise direction to ensure proper, safe installation. The sprinkler is until it is tight against the ceiling. then tightened into the pipe fitting. When inserting or Approval Organizations removing the wrench from the sprinkler/cup Underwriters Laboratories Inc. assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER ULI Listing Category: PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL Residential Automatic Sprinklers RFC43 CONCEALED 'SPRINKLERS MUST BE ULI Guide Number: INSTALLED ONLY WITH 135OF RATED COVERS. VKKW Model FC Wrench Care must be taken to prevent grasping the deflector or The Model RFC43 is a UL Listed Residential pulling it downwards. Wrench should be fully inserted Sprinkler and is intended for use in accordance with into sprinkler/cup assembly so that it fits over the entire NFPA1 3 Paragraph 4-3.6 in residential portions of any hexagonal body of the frame, bottoming the wrench onto occupancy, in one and two family dwellings and the cup. mobile homes, (NFPA-1 3D), and residential When inserting or removing a wrench from a occupancies up to four stories in height (NFPA-13R). sprinkler/cup assembly, care should be taken to prevent The letters "RFC43," temperature, K factor, and year damaging the operating parts of deflector. The sprinkler are stamped on the deflector. should only be tightened while the wrench is bottomed out in the cup, engaging the full length of the hexagonal Cover plate: 135'F(57 -C) body. Sprinkler Temp. Rating: 165 -F(74 -C) Max. Pressure: 175 psig Max. Ceiling Temp.: 100'F(38 -C) When in doubt as to ceiling temperature, measure with an accurate thermometer. Technical Data Minimu Required Nominal Sprinkler Maximum Spri Minimum Distance Orifice Size K Spacing Distance to '" nkler )i , scharge between Sprinkler Factor In. (mm) (ft.) wall (ft.) Flow Press. ft) . ...... -(913!9). (130) 1/2" (15) 4.3 12 x 12 6 12 7.8 8 BOO 1/2" (15) 4.3 14 x'14 7 13 9.1 8 1/2-(15) 4.3 16 x 16 8 13 9.1 8 1/2" (15) 4.3 18 x 18 9 18 17.5 yy . "(15) 4.3 20 x 20 10 21 23.8 8 Figure 1 The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -141 T-71 Basic Principles of These areas must Surfaces must be be softened and assembled while they Solvent Cementing penetrated are wet and soft The Solvent cemented conneCLiorl in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation.. It can mean the SLICCC.SS Or ("-.IiIUI-e Of -clingly it reCILlit-eS the the system as a whole; Accot same professional care ai id �.IU(21 Aim I I I Vit ;11 C (livel I to PLIICI- ColfiPOMNILS Of (Ile System. J wll(!I I I Isit )(I II)('(')NF S I IT Ifilleccillent coatings Oil LlIepipe There at-(-, inany solvent cemenLil Ig LeChl IiCILICS and fittings aie weL and fluid when published covering Step by step procedures on just softening can be achieved by tile assembly takes place, they will tend how to make solvent cementedjoinI.S. However ceifieiii its(,If liewl ()NI- SVEII to flow togett)er and become one c-effivilling plocedilles cale.11111y; layer. Also, if the cerrient is wet tile we feel that if the basic principles involved are iefer to insmllatloii il"ISLI'LICHOM). For Surfaces beneath them will still be explained, known al -)d Ulldel'SLOOCI, a better CQI 1,1111 Si7('S, 1.11 Orr C('.I*I;Iil I Soft, atirl these softened surfaces It I understanding would be gained, as to what con(Iiiioris, it may i)e deshable, to tile tigi it part or theJoint will tcrid techniques are necessary to Suit particular t Ise I I te 1wo S'l Er i)rocess wl iich to fuse together. utilizes a ptimer to ensure adequate applications, temperature conditions, and variations softening. For example, wlien in size and fits of pipe arid fittings. workbig in cold weatherwith large Surfaces diamotei pipe, mote time at id Be aware at all times of good safety practices. .)ciclitior),ilil)l)lic,.ttioi,is inay be Bovided Surfaces Solvent cern'ents for pipe and fittings are I'lamniable, so there should be no smoking I- lot- otl ier SOLII-CVS of heat of- flan -ie in,workijig or storage areas. Be Cement coatings of sure to work only in a well ventilated space arid' sufficient thickness avoid unnecessary sl(in contact WiLh all solvents. More detailed safety information is available from FLKV(I St It [,ices I-larvel of, IPS (Weld -0n) Corporation. ............. As thesolvent disilpates, the cement: I;iyr,,r arid tile softened Mote Man sufficiellt. ceill(2111. to IIII SUIlaCC.5 Will llal(ICI-IWILII 0 tl le loose [)at I of theJoint Intist be corresponding increase injoint ar)plied. Resides filling the gap, sliength. A goodJoint will take tile adequate coment layers will required working pressure long pf'flolmlo far*es and also before 11 ir. joint is fully city and final I (!I I I'lit I WO I if it il I I le Joll it h slientith Is fiblailled. In III(! light assembled. fliove this yourself. IFUSed) part of thejoint, strength Apply on the top surface of a piece will develop more quickly than in or pipe two separate layers or the looser (bonded) part of the cement. First- flow on a heavy layer joint. Information about the of coillf,111, Illell alof)(Iside it a Illin development of hond strength of lir I Ished of it Iiyvl. It'st I I le layers solvei it cementedjoltits Is available. evel y 15 secof Ids of so by a get ffle lap with your finger. YOU Will note that tile [I III I layer becomes tacky and then dries quickly (probably within 15 seconds) H-ve heavy layer will iemain wet much longer, Now check for pet ietration a few minutes after applying these layers. Scrape them with a Imife. 'I lie thin layer will have achieverl little or flu pet )(111,11iol 1. Tl le I ICAVY OI)e. I IILICI I The QUALITI'Lin.e Inorc. pelle(raliall. —TF-- 1�� F LJ FOR SMALL PIPE P00offm VSR-SFG VANE TYPE WATERFLOW ALARM SWITCH The Symbolofftie—ction WITH RETARD AND GLUE—IN UNION CUL, UL and CSFM Listed, CE Marked, NYMEA ACCEPTED Service Pressure: Up to 175 PST (12,07 BAR) Minimum Flow Rate forAlarm: 8-10 GPM (30-38 LPM) . . . . . ...... Maximum Surge: 19 FPS (5,5 m/s) Enclosure: Die-cast, Ted powdercoat finish R�'kn No. 1113555: Cover held in place with tamper resistant screws 7%5 No. 1113600 - Tamper: Cover incorporates micro -switch. wn� Cover Tamper: Activated by cover removal. 0 Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper Switch Terminations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and I PEX (Scepter). Fits pipe sizes - Ill, 1- 1 /4", 1- 1 /2" and 2" US Patent No. 6,471,255 Environmental Specifications: Stock No. 1113555 - Suitable for indoor or outdoor use with factory installed gasket 1113600 W/TSK and die-cast housing. - For NEMA 4/IP55 rated enclosure - use with appropriate conduit Service Use: fitting and/or plugs. Automatic Sprinkler NFPA-I 3 - Temperature range: 40' F to 1200 F (4�50 C to 490 C) One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive envi- Residential occupancy tip to four stories NFPA-13R ronments. National Fire Alarm Code NPPA-72 The Model VSR-SFG is a vane typewaterflow switch foruse onwet sprinkler operation of the VSR-SFG. See Fig. 1.) Wait 2 to 4 hours to allow the systems using CPVC plastic fittings manufactured by Central Sprinkler glue to dry before attaching the VSR-SFG to the I " male fitting. Select the Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 (Scepter) that use I ", 1-1 /4", 1- 1/2" or 2" pipe sizes. It is equipped with a for instructions on how to change paddle. Verify that the o -ring is properly union to accommodate installation in confined spaces. positioned in its groove. I land tighten the nut on the union after orienting tile The unit contains two single pole double throw snap action switches and all device in the appropriate direction to detect waterflow as shown in Fig. 2. adjustable, instantly recycling pneumatic retard. The switches are actuated CAUTION: Do not over -tighten the union nut, [land tighten only! when a flow of 8-10 gallons per minute (30-38 liters per minute) or more The vane must not rub tile insideof the TEE or bind in any way. Tile stem occurs downstream of tile device. The flow condition must exist for-aperiod should move freely when operated by band. of time necessary to overcome the selected retard period. INSTALLATION: These devices may bernounted on horizontal or vertical INS PECTI ON AND TESTING, Check the operation ofthe unit by opening pipe. On horizontal pipe they should be installed on the top side of the pipe the inspector's test valve at the end of the sprinkler line or the drain and test where they will be accessible. The units should not be installed within 6 ' " (15 connection, ifan inspector's test valve is not provided. cm) of a valve, drain or fitting which changes tile direction of tile waterflow. If there are no provisions for testing the operation of the flow detection The unit has a I " rnale fitting for gluing into a CPVC plastic TEE. device on tile system, application of tile VSR-SFG is not recomillended or Loosen the union nut and separate the I" male fitting from tile VSR-SFG. advisable. Glue the I" male fitting into the TEE following tile TEE manufacturer's The frequency of the inspection and testing and its associated protective instructions foe preparation and gluing of CPVC piping systems. (NOTE: monitoring system should be in accordance with the applicable NFPA The I" mille fitting must bottom Out On the stop of the TEE for proper Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Iflectric Signal Company 2081 Craig Road, St. Louis, MO, 63 146-4 161 1 Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8800009 - REV P PAGE 1 01, 2 MI -C]. 16401062 - 11105 _T_ I -T T 1 INSTALLATION AND MAINTENANCE INSTRUCTIONS SYS TO W 3825 Ohio Avenue, St. Charles, Illinois 60174 SSM and SSV BELL Series 1-800-SENSOR2, FAX: 630-377-6495 WWW.systemsensor.com Specifications SSM Series: Voltage: Operating Voltage Limit: Regulated 24 VDC 16 - 33 VDC Maximum Current: DC - 3l.ImA/FWR 53.5mA Ope rating Temperature: -31- to 150-F (-35- to +66-C) SSV Series: Voltage: Regulated 120 VAC Operating Voltage Limit: 96 - 132 VAC Maximum Current: 53mA Operating Temperature: -31- to 150-F (-35- to +66-C) UL Reverberant Room Sound Output per UL 464 (dBA) 24 VDC SSM SSM24-6 (6", 24 VDC, P, S) 82 SSM24-8 (8", 24 VDC, P, S) 80 SSM24-10 (10", 24 VDC,. P, S) 81 120 VAC SSV SSV120-6 (6", 120 VAC) 85 SSV120-8 (8", 120 VAC) 82 SSV120-10 (10", 120 VAQ 82 P = Polarized S = Suppressed Important NOTE: AII,SSM Series DC bells were only tested at the Please Read Carefully and Save 16-33 Voit-DC/F WR limits. All SSV Series AC bells were This instruction manual contains important information only tested at the 96-132.Volt AC limits. This does not about the installation and operation of bells. Purchasers include the 80% low-end or 110% high-end voltage limits. who install bells for use by others must leave this manual or a copy of it with the User. General Description The National Fire Protection Association has published System Sensor supplies bells for nearly all sprinkler/fire codes, standards, and recommended practices for the alarm/burglar applications. installation and use of the above appliances. It is recom- These instructions apply to all System Sensor bells in mended that the installer be familiar with these require - the ments, with local codes, and any special requirements of series. Read all instructions carefully before beginning. the authority having jurisdiction. Foilow only those instructions that apply to the model you are installing. These bells are intended to be connected to alarm indicat- ing circuits of UL listed fire alarm contro . I panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells Do not use in potentially explosive atmospheres. reqt Do not leave any unused wires exposed. lire 120 VAC. D770-11-00 156-0674-ODBR L iii: I OTC INOORPORATED 36 ""'NA, CA . (909) 737-5599 NMI Milli !I 11 1211251i;1:1616 I 2: All i 5 :1919 01101 FIG. 23 FIG. 24 HANGER FOR C.PY.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT X 7 777- g 2 -,,,,A;' �-777 'xr U V_ 0 'A 'k :A M �K; 5, Twlip 'nln�Al, lit Aw_ B C C -4-- A A 16 - Size Range - 3/4" thru 2" C.P.V.C. pipe, protects the C.P.V.C. pipe from any rough surface. Material - Carbon Steel with galvanized finish &90 govt spec. The Fig. -23 -design i ncorporates- 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 -ii -n. I L q hirc, licziTig-theAwo-hp-x-he"-spAf-thr-c�j g-serewsi furn Fig. 23 and Fig, 24 can be installed on the top or on the bottom with the product It is recommended that rechargeable electric of a beam. The Fig. 23 can also be installed on the side of a drills fitted with a hex socket attachment be used as installation beam. tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been TheFig. 23 andFig. 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 sup port fire Order By - Figure number and C.P.V.C. pipe size. sprinkler piping. Meets and exceeds the requirements of Pi.ents Pending N.F.P.A. 13, 13R, and 13D. *-Hardened hex head self threading screw isfurnished 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 SIZE PER 100 A4� w 1-14 ,.g,57 n0. EW , V2k T 2 3-1/8 2-5/16 81,�P 4-3/16 3 A �711'1' ' 1W ' ` mlez" 4-7Z8 3-11/1� 1-9/16 1-5/32 IVY10'rZ, 5 1 2-3/32 1-1/2 7 E!_';7_' P! 1§ 2 1-3/16 1-3/16 I'S AW�k 14'i'A 1-3/16 1-3/16 1 5-1/2 5/16 9 pm �, Mw '501 6-1/2 5/16 11 lit: 8 5/16 15 REVISED 3/94 Zi;t "'G� NA v tv I -N innn g po_& t '.000 ..:5000.. FILL BOTTOM TOP WATER WEIGHT TANK GALLON CAPACITY DIAMETER HEIGHT OPENING FITTIN1 FITTING PART NO. BLACK AVAILABILITY 49" 16" 2" 40702 E, F, H, L 300' 46" 550 6 7" 42" 16" - 1010 E, F, H, L i000 64" 79" 16" 2" 111 /2 40892 E F H, L �oi E, 1100 8 --b 40/ T E, F, H 1550 87" 6_� 16" 2" 1 ',/2 40627 2500 95" 89" 16" 11/21, 40631 E, E, H, L 101711 3000 951, 16' V/2" 40635 E, F, H,L 11/2 40943 L 5000 141" 87" 16" 5000 102" 152" 16" 7 11/2 40641 E, F, H, L Lhawnee, OK - 7=Tooele, �:-1 H=Washoucal, W.A L=Hanford, CA ,ard,Availabilit-v KeN A Era, -a "'OR& W'4`1"' HSC COMPONUTS APPUCATIONS Motor Stainless Steel Pump Specifically designed for the - KMA standard 3/5 — 2 11P, $hallt- Hex design provides following uses* 1151230 V, 60 Hz. positive drive ior impellers Item No, Description * Water . circulation - Single phase. , 3500 RPM. and eliminates clealWIV. adjustments, 1. Mechanical seW , Booster service 4 Liquid transfer Built-in ovedoad with corrosion neswant: 2 Corrosion x5i5taftt Impellers * Spraying systeM3 automat!6 reset. Capacitor type.. -Stainless steel wear rings and coverplat2g. EV.Ctro- 3. Rugged cast iron • Jockey pump service • General purpose pumping Stainless stea.1 Shaft. coaled paint process applied - construction inside and out and then 4 Eleciro-coat paint SPEGIFICATIONS FEATURES baked on. 6 StYinless steel hu shaft . Pump. Multi -stage Design: Provides steady, Quiet and 0 -rings: Throughout for positive sealing. 6 stainless steel hngs * capacities'. to 50 GPM. III b ration -free operation for Easy to Se'rvice: Can bp w6ar * Pressures: to 94 PSI (217 teet). years of troubl�-Iree servim taken apart f Dr service by 7 stalnl�ss steel cover Plato$ • Pipe connections: Impellers: 20% glass- removino four bolts. — 6 D-TiDg seals 11,14, suction filled thermoplastic precision Mutulr: Close coupled 9 Impeller boll and V discharge. molded for high efliciencies. design, Ball bearings camj • Temperatures: to I 801T Compaul De3igp- C16se- all radial1axial thrust loads. (82*0) max. voupled; space savin§ Designeflor continuous • Maximum working' design provides easy operaNn. All ratings are pressure; 125 PSI. installation. FlexIble coupling within working limits of the • Rotation: Oght hand, le; and bedplate not requited. clockwise when viewed Mounting: Can be from motor end. mounted Ili vertical Or lie Model Stages horizontal position. 4SCO7 2 1 I-Isr.10 2 HSC15 2 2 HSC20 3 3 4 2 7 8 5. 6 777 TE 7 T 2 0 0 Z 0 8 16 A 1`1 NOR -rH. Sl"A'l L. ELEC'I'R I C. 15308910 &PU Y93 P. 02 umcmdriffugal pump 77 HSC PKIE-181ONS AND W08HU Mu'del HP Length NIdIh "eight W1. (Ibl VA I CA 17 �8 72 (AJI di,;ienslons es in Inchab and weight In !bs. 00 Dot uga for COnstrdotlon porpoSeS.) 75 lk�r CURVE _7:117S FEET 240 —7 22%, NP SHo — 5' MODEL HS0 .'SIZE 3/4 — 2 HP 200 RPM 3500 180 I fin, HS( 15 .120. HS( �07 TO CONVERT FEET OF WATER TOTSI — DIVIDE FEET BY 2,31 so 20 60 40 20 0 10 20 30 40 so 60' 76 Gpm 2 4 114 16 m3/hr. 13 CAPAGITY WAT51 Tr,0HN0L0alaj$ QnCiUp X" YOW.13148 SPECIFICA-1710hS AnE SUBJECT TO MANGE WAOUX)J60TICE. PnINTED IN U.S.A 77— 24)(35 PRINTED ON NO. I 000H CLEARPRINTS REVISIONS BY "C gu W) 0 cn m 6 M rl u 0 u u (1) tj u U u 00 6 Date 07 Scale Drawn Job (,;A Sheet Of shests l4X3@ PROM ON NM 1000H CLEARPAWO PPJNMONNCL1000HCLEAPPPJNTO I