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018-020-105
S a _ 11=02'105 & 106 92-1315 BPEM-� �t - Ozo n WARD, Mike t-- a -E- - .37 Crow Canyon .Ct Chico- ' ;. t • new,s �v eD _011-020-105 'PERMIT#98-0091' LONG, 37 Crow -Can on Ct: , Chico New Single Family 'Y 011-020-105 PERMIT#98-0478 ,LONG, Jim Poe '1-4 f wsj II 37 Crow Canyon Ct., Chico - - „ Cont: William F. S�uvro r� Fire Sprinklers/SF il 1 S a _ N ' .'COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION • 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 538-7541q&. PERMIT PARCEL NUMBER 011-020-105 ZONING AR BUILDING PERMIT OWNER LONG, JIM PCO MS TELEPHONE SQ. FT. OCC. BUILDING VAL ION 2829 R 152,766.00 OWNER'S MAILING ADDRESS ' rLTrm 754 VALIII`'BROSA DRIMA -VE �rT,A-9 T Rs 864 U 15,552.00 CONTRACTOR'S NAME�/y� { S %"%, /\G S e(/alil TE�jEPHONE 1 J L��/,1 / e 918 C 11 934.00 CONTRACTORS MAILING ADDRESS �1 - U r r9 zcJ C �+--� i e v CONSTRUCTION LENDER LENDER'SMAIUNG ADDRESS ' Fireplace 1 2 - 3,000.00 Total Valuation $ 183, 252.00 ARCHITECT OR ENGINEER LENN GOLDMANN LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 933.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 606.78 BUILDING ADDRESS 37 CROW CANYON COURT, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,583.28 LOT NO. SUBDIVISION'S NAME PARCEL MAP 123/47 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 121 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 30.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1- 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S I G I W 920.00 PERMIT FEE $ 179.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service E00V OR LES9 2o0A oR .. 23.00 2-3,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful orce and effect.L/ / License Class Lic. No. 7 2 �2 �✓ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. )� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BUDS. S 3.5QFTO_ NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @' 0 .50 Ex. Occu . oUTiEErs REUNSIOOEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 172.25 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' compen�ati n I suran carrier and policy number are: Carrier JJ'� �t9%lf� SNS Alp MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number /7(p Vi?2- j - l•/'9! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wi h those provisions. X_ Date _��. _ Signature of A plic t - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excav tions over 5'0"deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ R3 CONST. TvpE VN TOTAL FEE $ HA D. FE IMP FLOO C p EL HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. te By d_._za� zh( PERMIT EXPIRES ON e Receipt No. 92 597..80 WHITE-D.D.S.-B.D. CANARY-ASSES9011 PINK -INS PL ECT R GOLDENROD -AP -COUNTY OF BUTTE - D& IZTMENVTOF DEVELOPMENTSACES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER 7P. No. Proposed Buildingip, se �Vil ling Inspector Date At time of pe5ni�aRP1ip;tiof�st wa 'adsrised the-follokJn6 data Aust be submitted prior to permit processing and/or issuance: '' DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. ,13. 14. 15. 16. 7. 18. 9. 21. 22. 24. 25. 26. 28. 29. 30. All items have been submitted . ...............:....................... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans. ........'..... Hazardous Material Form . .........:.................................. Energy Design Compliance and supporting documentation . ................. . Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehomrer' istallatio nstrctign 2 sets. Fees of $ ... 1. ;ee .%.Impact fees as shown on attached schedule.California Department of Forestry plan approval ees...,1. Flood elevation letter (100 year flood) py C�Iiforni gir. .. .. . Sanitation and plot plan approval Cf� r C Health Department. .......... %. 67Z City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. Planning approval for (A) Use: • (B) Parking: Contact Land Development about (61 Improvements (B) DrainageQSNST QlG . 4 2 ► 9 Driveway permit (construction approval required prior to occupancy). .. Pildidion req . . %eeat Pre -inspection for required. .. to su is ny inepectucr (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner _). ....... . Recorded copy of Agricultural Acknowledgement Statement . ..................� `— Letter of signature authorization . ........................................ ! Copy of recorded deed of parcel creation and 60 right of way to a public road. . Letter of intent on building use ........................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. / r Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... ' Existing violations/expired permits . ........................................ Whgn yo.0 issue the permit, process as follows: Mail to ow er. Mail to contractor. Telephone and hold for pickup at C_ (�— office. Deliver with inspector. Other Parcel Cre Acreage Applicant .� w� Date �• �' Copy of Haz=Mat form sent Health Dept. Fire Dept. Air Copy of plans sent Health Dept. Fire Dept. Other The following data must be submitted prior to per 't iss 1. Index permit for above items No. 2. Additional items required: n15/ ition Date Date By & c ecked above). s 5 ed � ala_ �rien� Contractor, designer, owner, was advised of above required data by V phone _ mail Counter by _ Date � Contractor, designed ised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date,2-3.-2&lans approved by Date Sets of plans on hold in 47, Fh1 cabinee/ Z " f AP folder Copy - Department of Public Works Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I1 Mrd SE ONLY Plot Plan Attache Yes Floor Plan Attached yeS Sent to B.D. Gan 37 Croui Cc„y,yoH Cf 166 - o Owher Location AP# Plan Approved for: Sewage Disposal n Water Supply: Public Private Well x Clearance for dv r 3 ,,�616,, lame - Hold final for: S�f•� cmc! �, �a / ��-o,•d1 6v c�n�. fVea//� — V —� Final clearance O.K. for: ��-- NOTE: kp � Environmental Health Specialist Date 8/96 -Ty,'tr'--..++i'=4'�'P'"�'_'4T,F'�'7"%7�i�i.,�.�?�"�'�r7'1'r^�tw'r�}`F`i�''1a;7���ii.:547.�'+^rv«f'M+V.y!`�tY�'ifid+�u�-`i.s"�4'�'iF�`J"1:,•'v�'�:i"`h`-:"�r�w..:'.+tti ".,=-:�:-.:.:..,,.r,�r;,.-,•.-( -. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES.- BUILDING DIVISION . , 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (9 16) 538-7541 SCHEDULE OF FEES DUE l� OWNER - Q w "(o A.P. # _ U PROPOSED BUILDING USE _1�5 —~' DATE /45?. REC # DATE REC L�e�l. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ............ $ -- Additional Fees Due ............. $ -- Revised Plan Checking Fee ....... $ V 2• SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES FEES (paid at Building Division) /" ' Residential ........ x $360.00 = `$ 566). L Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) �U 6 0 Residential (per unit) . x = $�jay? #Units Amt. C Commercial (sq.ft.) x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES 00 (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) _.Z2/7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building. Division) 9. CSA 87 TRAFFIC FEE" $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) APR -15-98 WED 10:53 Env_ Health—Chico APR. -(4'x98 (TUE) 13;48- ,p Recording requested by Mid Valotle ' Order No. + Escrow No. 165918 -RB Loan no. WHEN RECORDED MAIL TO: MAPCO FARMS 754 VALLOMBROSA DRIVE PASADENA, CA 91107 5303956512 P_01 'TgL 530 993 1853 P. 002 ®u'i1'tl� 00uI+� iRiitCOr�i�rli� PECORO N R266T oP MID VALLJa1r11tU COMPANY GATE PECORoED: ri _q -9 $ i1M8: /D.'-3-7 &A SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX S.• ............................. ,.•• Computed on the consideration or value of Property conveyed; OR .......Computed onth a consideration or value less liens or encumbrances AS DECLARED BY THA UNDERSIGNED remaining at time of sale. Signature of Declsrant or Agont dei rmining tax — Firm Name Tills Is a 00nvsyance Of 81`1 easement and the consideration and value Is less than S100, R & T 11911. .EASEMENT GRANT DEED APN: 011-020-077 ptn. FOR A VALUABLE CONSIDERATION, receipt of which i6 hereby acknowledged, JOSEPH A. RUSSO AND LESLIE K, MAHON RUSSO, HUSBAND AND WIFE hereby Grents(s) to MAPCO FARMS, A LIMITED PARTNERSHIP the foal property in the Unincorporated Area County of BUTTE SEE ATTACHED RXMBIIT "A" Dated Akl�=s„z /yf 1 STATE OF CAL RNl )SS. COUNTY OF t before me, ksi00,0` personally appesred�-wiz' /P,C/ i6' Ae. personally known to rite (or proved to me on the basis of satisfactory evidence) to be the Penton(g) whose nams) is/are subscribed to the within Instrument and acknowledll;7to that he/shalthey executed the same In his/her/their authorize ebpacity(ies), and ther,by hisAier/thelr signa- ture(s) on the itt9 nt the pason(s) or the entity upon bchalf of which the perso (s) acted, ex d the instrument. W)T 5 my hand a ftieial seat. Signature r l� 0 , State of California, described as GREG W000 V Comm. #1114110 NorARY PUBLIC • CALIRO( I BUTTE QMNTY Comm. Exp. Oct. 2b, 2000 i (This area for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE APR -15-98 WED 10:54 Env Health -Chico 5308956512 APR.,-14',,98(TUE) 13:52 BECKY TEL -530 893 1853 EXHIBIT "A" A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, OVER A STRIP OF LAND 12.00 FEET IN WIDTH, LYING NORTHWESTERLY FROM AND CONTIGUOUS TO THE FOLLOWING DESCRIBED LINE. BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 15, ACCORDING TO THAT CERTAIN MAP ENTITLED, "MAP OF THE 2V' SUBDIVISION OF THE JOHN BIDWELL RANCHO", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 11, 1912 IN MAP BOOK 7, AT PAGE(S) 49, AND RUNNING SOUTH 34 DEG 13'00" EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 1 S. S17,00S17,00EEBI 0 THE TRUE POINT OF BEGINNING FOR THE LINE TO BE DESCRIBED; THENCE SOUTH SS DEG 47'00" WEST, 171.45 FEET TO THE END OF SAID LINE, SAID EASEMENT IS FOR THE BENEFIT OF AND APPURTENANT TO PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 47 AND 48, ALSO KNOWN AS ASSESSORS PARCEL NUMBER 011-020-105 AND 011-020-106. P. 02 P. 003 PROJECT PROCESSING REUukw APPLICANT: uy i OWNER: R I PERMIT #: cl A. P.#: Cell - Q - 105 WORK DESCRIPTION: 5 DATE DESCRIPTION OF STEP �• 2 .9 �,f g off.,, ._ Man. • CQ co A- r Ocicwo cri LFiZ Zeel l 7G ars 3 • i p • 9a �/VL5 rG 5 cal -J m � -f Z p /`Io ►' l er' OLated Z 9 cor I eA+ r (01 �- �, 1. c,v�,vt Cs►o t Gl�wti�n-• C r F-�ntio �16i ------------ c CA-za 1oe, v'Am acro ------------ "ac o sir -------------- �j•3t.gg rinl'leYs �'3�-4 . y v�aQ- TwK NGSCELLANEOUS ITEMS TO LCAROUT FOR. • Stairway details: landings, rise and run, head clearance, handrails (Section 1006). X Guardrail details (Section 509). X Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). /5' Proper roof pitch for roof covering (Section 1501). .6' Roof covering type - (fire hazard). Foam insulation protection. 36" halls and stairways. A"- Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ,W0 Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 5. Energy design. Flashing at all exterior openings./67 / 17 C.D.F. responsible area requirements. CaC � 'GU A -A -j /67 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: — _,,Flood Hazard/Elevation Certificate V/ SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers C - � I5 'I C fo w ► d`-N-� &90 jWW&d0 a4uLrV.YXA 'j"' �- -- v\� 44, cxferiOr 1 en Tune 1997 L �.n r cta'd - '60rgi i 1 1Vh4 . 3.2 L RESIDEN"''f IAL PLAN CHECKINT GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ''Jim Loi? g BUILDINGP ER: PLAN CHECKER. A. P. NUMBER: I I 02V - (01s- OSGENERAL: GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. ' Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR-PLAK _ , Complete to scale plan with dimensions., ' . Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). - Skylights (Section 2409 & 2603.7): Glazing in Hazardous Locations 2406). (Section Required room sizes, ceiling heights (Section 310.6). . G.F.C.I. in'baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). le Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ` ,9! Location of water heaters, heating and cooling equipment, other electrical or gas equiprnent. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. } -_/ ,t'�• Smoke detectors (Section 310.9.1). ,1gf" ° Plumbing fixtures, water closet clearances and show_ er size. , STRUCTURAL DETAILS: ` 1. Conventionai Construction Unusually Shaped Build' (Section 2326.5.4). 2. Standard bracing or guieered desr (Section 2326.11.3). ` 3. Clerestory requiring balloon framing and/or engineering. ` i Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to'construct building. Elevations and wall construction details complete enough to construct building. 8 Roof construction details complete enough to construct building. 9. Rafter ties or•bearing ridge beam. 10. Fireplace construction details and calc. if necessary.. 11. Garage door and/or porch header sizes. •� Stud heights. Adobe soils - special foundation design. 14.' Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. Tune 1997 , ` 3.2 NOT COMPARED WITH \D w'HF.N RECORDED vLUL TO: ORIGINAL DOCUMENT BUTTE COUNTY BUILDING DIVISION ^�� 7 COUNTYCENTER DRIVE OROVILLE CA 95965 EB 1y 98-004930 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count• 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 properh' situate in the Count}' of Butte, State of California, described as follows: ��E %T �i•��e� L�l'r�G NOT COMPARED WITH ORIGINAL DOCUMENT lA Date: State of California County of ILI-kk41Z-_ 0n.?.� before me, personally appeared -Ja lry"' ` J 0, Lona personally known to me (or proved to me on the basis of satisfactory evid e) to be the person(4N-whose name(,4 is/are subscribed to the within instrument and acknowledged to me that he/slieEElrcr executed the same in his/hertt rcir authorized capacitv(des), and that by his/her4heir signatureA on the instrument, the personks) or the entity upon behalf of which the persoafsy acted, executed the instrument. WITNESS m • an and official s �j JESSICA D. TIPTON Signat re _ Ic a Commission #1072804 z Notary Public — Califomta 5- Pu dta (_eunty a A. P.= 0"2 - 0 / O s' iV0 . ub : . U i �1 FA K "T,- 1 cz� EXHIBIT "A" INGRESS and EGRESS EASEMENT All that certain property situate in the County .of Butte, State of California, described as follows: A portion of Parcel 3 as shown on that certain Parcel Map filed in the office of the Recorder, County of Butte, State of Califor- nia, in Book 123 of Parcel Maps at Pages 47 and 48, and more par ticularly described as follows: Commencing at the most westerly corner of said Parcel 3; Thence along the northwesterly line of said Parcel 3 North 55'50100" East a distance of 87.97 feet to the beginning of a 40..00 foot radius tangent curve to the right and the True Point of Beginning; Thence easterly along the arc of said curve through a central angle of 90' 02' 16" a distance of 62.86 feet to a point on the southwesterly line of that certain easement filed in the office of the Recorder, County of Butte, State of California, in Book 2790 of Official Records at Pages 483 and 484; Thence along the southwesterly line of said .easement North 34°07144" West a distance of 40.03 feet to the northwesterly line of said Parcel 3; Thence along the northwesterly line of said Parcel 3 South 55'5010011 West a distance of 40.03 feet to the True Point of Beginning. The above described easement is a non-exclusive easement for in- gress and egress purposes. END of DOCUMENT DESCRIPTION .` ORDER NO. BU -146453 BG ALL THAT CERTAIN REAL PROPER'T'Y SITUATE IN THE STATE OF CALIFOR11IA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:. PARCEL Is PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY O'' BUTTE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS; AT PAGE(S) 47 AND 48. PARCEL IIS A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC. -UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH; LYING 30:00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE!". COMMENCING AT THE MOST NORTHERLY CORNER OF LOT'15; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF THE 21ST'SUBDIVISION OF THE JOHN BIDWELL RANCHO", WHICH MAP WAS';RECORDED. IN THE. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,.STATR OF -CALIFORNIA, ON NOVE14BER 11, 1912, IN BOOK 7;OF MAPS, AT PAGE(S)'49; THENCE SOUTH 60 LEG. 54' 00" WEST, 168.30 FEETr' THENCE 80UTH;:°49 DEG. 02' 32" WEST, 34.05 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 34 DEG. 13' Od" EAST,, 528.01 FEET TO THE END OF SAID..CENTERLINE. PARCEL_IIIS A 60 FOOT EASEMENT FOR ACCESS AND PUBLIC ,UTILITIES BEING THE EXTENSION .OF CROW CANYON COURT OVER PARCEL 2 ' OF THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON J'UNE:28,.1.991j IN BOOK 123 OF MAPS, AT PAGE (S) 47 AND 48. ALTA OWNERS POLICY POLICY NO. BU -146453 BG (REGIONAL EXCEPTIONS) EXHIBIT $$A" ALL THAT CERTAIN LAND SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:. 1. PARCEL I: ' ,PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 47 AND 48. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE MOST NORTHERLY. CORNER OF LOT 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF -THE 21ST SUBDIVISION OF THE JOHN BIDWELL RANCHO", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 11, 1912, IN BOOK 7 OF MAPS,' AT PAGE(S) 49; THENCE SOUTH 60 DEG. 54' 00" WEST, 168.30 FEET; THENCE SOUTH 49 DEG. 02' 32" WEST, 34.05 FEET TO THE TRUE POINT OF _BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 34 -DEG. 13' 00" EAST, 528.01 FEET TO THE END OF SAID CENTERLINE. PARCEL III: A 60 FOOT EASEMENT FOR ACCESS AND PUBLIC UTILITIES BEING THE EXTENSION OF CROW CANYON COURT OVER PARCEL 2 OF THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 47 AND 48. PAGE 5 1 -02 :'s•� •-.�,:: .L'J::":;'::), .. ,I� •::Y.: — _:.�: t`[t•'•.:Y:e1w M. D.BU� UB., r; r .,: rw:•. ;�'WELLZ/,r. .T:=22NR:2E<:,: �; • .'a,;t:•i 3�:•'I�r,F;'i;�ts T: ":': '' .. ^%•r _ _ _ ��'..... 'r� � /sis s6-:9 Z ' 1pr0 I.O/AC 1 2.22AC. N .,,5(l[� pi Z I O_ 3 B9 LOSAC L� u'II t / 29 O LOJAC �,i . - (.�/1/ /f1/ aw ., . 213 88 i j . 4� L12AC •_ /3 I +�� �. /ui '' ` 09 m 92 i B.G>'Ac. 1 S8 �r ✓°� c•.--•. �::. Ki. • 1� •d L10AC , ,a �1 J N 9► - 1 I 0.86AC I ;.�• p .. `� lP.�° .Loo'. tozAG niJae zs � as , • • •.: , �. �'i / ,,ioOY � - ROAO s O 4 -1. .^. -Aftq/ ARKWE ESTA bw /.SAC f.t.F Z O ,.04,C •w . .. 'S2 1 I 4.515 G : a7fAc°5' 4I % ' m F LW.00 O �I 7© N, riS f I (' I : n ,0.BBAC ' 1 « a79AC� 404.1 N 38,23 16a�c L ,•,� �I '' Of `�Y `J1 : T o 1 Z re sy �4 ' JAG L02 AC. a7 z f 0a19AC Z'vei • a :°a ` 6 LOIAC « 9 ' , 03 Hues -as .I� 20L45- 20LAs 3 • ' LOZAC It 1 I" PTAL f PTN 2 P N • AAc*' 4 N;—/ g U �• 7 • O • Ct9/ACS s, FAC« .wAt.' ® r IABAC �. r a • .« a/ • • ^ .: .' MAC ®. 21 BRAG 1.23AC. i. YO _ \ P/ 86 Zi} O o 97 PM PTNPTN v �• ° i 95 96 - PARCa PARCEL' PA rcrL / •.:.I .: 11 O fjSWAC, .tom i i 70SAC. Bf7 AC. 1499 AC. • ' ZIA;. ' t e I -0 a? 1 14.0$.4c. I P�Iz3J 1, 931 `. 1 1_° X61 cP�1pt� d=� Z :.: �• ( y. „ .. ::c ;... •. / �' ��t 'ia. • r' `. �.; - +'� i -.Y.�. ..... '��i.. �-:•..%•.•;•.^,'..�•' . yet;;; rr.•` � . � . I �b .. .. ..".. •e/D::: :',� ... :y •�• tr_ �• Fc . . 5.�. .,. - -- .4SSe 1. S.'Ma(�•Na. — Z _ 'B/DWELL'21s�'.S11�:"N.'O'R B i7P :49 .•:r -_ ` N�''t '" 309.92 JIJ,.62 - (C0Ufify.of:8utfe; Calif.,. 1 L - Y. ,p"" O.T/1 L',:TER,R:ii E3SUE'"' °S '2l . R l �. .IJI(:O.- BK'J1~.PG� #c-.' e� �fG'E�TAT�:JQD i�jiA_•Y��iA••: /I�Of—Yf _ .:l••G �..-...Mi1[.1 _.�2��.V'fl.�f_:..c cf_... 33=: .. _... _-_-.. •.. _�_.-....�YF..'�yY1•�e���. _.C�:Ji ��:. u..+v,_. w. ww,",we•w.,. _._ "... ... _-:�•..;r.;�::: OCT Y 8 1992 � I-:-�:- PCL 'C' PCL 3 ICANCNLO FOR CON& ON. Act lutt r[IL /� •ff lY aa-[I'.�0 u,) NOT 10°r0 e: I 1.0.00 1' I - PARCEL I 1.98 Ac. 24 M sl 37 60' EXTENSION OF CROW CANTON COURT EASEMENT PCL'A' FOR ACCESS AND PUBLIC UTILITIES TO BE RESERVED IN DEEDS AND 13 HEREBY OFFERED FOR DEDICATION 8TM68 TO THE COUNTY OF BUTTE. fo' 30 I PCL 2 39 M 46 = I. -LO• NON-C.CLULIYt 3 0 CC I tutMENT-ROAD t PCL 3 . Oi > PUBLIC UTILITIES VQ0 I ILA VMLA LO u t u r e]•fGoo-E .03.3e .� L 00'14 1%.. f'UW 121]1 \ / 1.0.00• _ r EASEMENTS 0"/ - I 15230.A.344 1i Ifs E • J �: ]7SOO.A.rO .21.6...vU• ,G•t].t. IG'..: PGS[ cwt roN :c TT,. — FOOTHILL TERRACE SUB. PARCEL 2 PARCEL 3- 1.69 A. n ?CL -8- 31 M 21 LOT 6 IGUI 0 ] o.s TOrPCA ' NO]/. TA -1.I lco.c No v/TAO O° �,I ;C[ Tt,. 1]Irtll 0 'x `.6. J EI IRr °•AI•tO� 4 d•ft • tort HOA. +t t .o•°' y t Act 11128 J� I L I/l1 PCL Y�i� l rt LOCATION MAPNT] LEGEND • FOUND, AS NOTED jor F0. 1/2" REBAR/ALUM CAP LS 28.3 (R,) O SET JH" I,R, RCE 16303 ORIGINAL LOT LINE IRI �1— PARCEL LINE (RI) 13 LOT NUMBER (R) PCL *8' PARCEL PER (R.) C CALCULATED M MEASURED RECORD REFERENCEt R. 2161]7 RE ]16121 1 tt►?d / R. 396116 ' I R / • 8)61 60 R• IIOM SS i S. �� O 0 R190.21633, SOP it. C d -' eJt40 r 1 lo, � L6op• - Ig`Ptp OLEOE4 `. •L °LoN tLf BASIS OF BEARINGS PARCEL MAP A DIVISION OF PORTIONS OF LOTS N L IS AS SHOWN ON o f, LPf- t 4Or+ - Gp.N� THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH THAT MAP OF THE -21.1 SUBDIVISION OF THE BIDWELL NOpGt 0 oftRIGHT-OF-WAY LINE 'Of CHICO CANYON ROAD, GIVEN AS RANCHO', FILED IN BOOM 7 OF MAPS AT PAGE 49, BUTTE �tfo Of fo ° .. N 29'20'00'E ON RECORD REFERENCES (R.) L(Rj, BETWEEN COUNTY - RECO ROS •8 f 4 `5 OLtotO `DUNG MONUMENTS. PROJECTED SECTION 18, T 22 N, A 2E M.O.B.f. r. — �� � t•� top9 011`+ ' ftp FOR ,EARCNED FOR CONI. f, GO 101- MCE nIEL rLA 0o T\\ MIKE WARD (A,1 NOT FOUND f°co ],:LM NOTE ACCEPTEGAS$&1.$0. EST BACHMAN b ASSOCIATES pC[ 16[07 [R Lf r,] r IIYt LOT'..".. t11' f°t. L 7012 ESPLANADE y9 / N LY SOUDT CHICO CyM- 610. CHICO, CALIFORNIA • 't9" / /, 0MGM,DIS ON LENS] C. W. BACHMAN EGILT. MOT f-91 46 93 RCE 16803 HOT 1 SCALEr AS NOTED OCTOBER, 1990 OWMCR'3 STATEMENT. WC, MICHAEL RIC NAND .AND DLANC IAOISE WARD, AS OWNC0.8 0► TNL LAND ROZO SMWN HEREON AND THE [i RSt •AMERICAN TIT LL. IMHURA NCC TRUST RPANT. A UNDCR JONCt0RNIA 11. 1990,, OpOCRON AS BVTrt COUNTYCRCCORDtR'S S[MaggD.[A4r SON660. 9007[67. or WC AR[T AT ICTtlC OMLTROpL0.50N9eWHOSCTCOMBCNTF ISMMECIA tSOARTETO PAS HRT STA CCLEAR TItL[ M SAID LAND AND WL xCRCSYC0118GMT TO ttlt PREPARATION AND MCC O0.0ATIOM O► txI3 MAP AND 00 HEREBY OFFCA THE EETEN SION OF CROW CANTON CT. FOR DEDICATION TO THE COUNTY Of BUTT[. N SAC,. ARD.W RUARD.V RD D M IAU15C WARD FIRST MC0. CAM TITLE NSURAHCC COMPANY, A CALIFORNIA CORPORATION Sl�lAi�./ TITLE. 11411 BY. 1J — STATE Or CALIFORNIA CBuNTT 0► BUTTE BaFORL ML, THE 1"91ISIGNtD, A IgTA0.T PO BL IM AND f00. SAID STATE, V[lS�OMALLi RPrwwaro MICHAEL RICHARD AND DIAM9 LGUISL WARD, PROVED TO NL ON THE BASIS Of ATISFACTORT EVIDENCE TO 09 TXC pCAROMLEDGLDSTeATATNEt ARECUSLDSTtlL SAN[ To Ttlt VIttlIM •INSTRUMENT AMD WITNCSS NL HAND AND OFFICIAL SIAL MOT ART n STATE Or CALIFORNIA COUNTY 0► BUTTE S Q� BCFORC ML, THE ONDLNSIOMED, A OM N rT p—Q'j,ITrN AM fON SAID STATE. "AS --MCI APPLAN PERSONALLY INOWN TO MLI PROV LD X 1 TN A 9ATI fACTORT EVIDENCE TO BC TML :LpDON ON HO CICCVTCO TMC MITtl IM IStTAD. - A9 -L � ,G.:%— B[NALF Or Ttls FIRST MCR ICAN T! L M RA NPAMT, TML COaPORAT70M TYBasI6 MAN CD AND ACANOMLLDGCO TO NC THAT TNL COpPORATIOM LstcD•rCD I2. S.&i /f � fy, a<,.Gb!< A•A!!1 WITNESS MT NAND AND OrrIC1AL SCAL. �.oV NOTART NOTES fIRC SPRIMCLCR STSTCM MOTS. AUTOMATIC ?tat SUFR68SIOt SPRINCLtt STSTCM SMALL e[ INSTALLED IN ALL R[DIDtMTIAL STauma18 IM ACCORDANCE WITH THC NATIONAL Fiat PROTECTION ASEOCIATIONt STANDARDS AS OuTLINLD BY ARTICLE 170 TO AIO IN THE DKECTION AND comoL Or RCSt0cwTIAI. ►Iai3 AND THUS PROVI0t aCDUCE`Ttlt ROTECT F00 OR COpeDVRAMD fYTFi■CO 'Lj PROsy'TECTION $CRVIcgSLRTY DAMAGE AND III, CLDPr[MT Of TN[9[ PARC[LS MAT N[0u101 IATM[MT a Iu"t COUNTY I.M[ 0[PA•TM[NT WAT[A T[MDCM FESS. • BUTTC COUNTY MITRATB &=TOP PLAN NOTE' BUTTC COUNTY PERMITS FOR TWO INSTALLATION Of INDIVIDUAL SCPTiC STSTCMS MAS R900I12 THS COpeTaUCTION Or SCWCM LATERALS FOR FUTURE PUBLIC SC FCR CORRECTION. chop cTM CT . NO•ltrT` 10911) I LN9.S.l — LSC► C.F.[[ S[T6 K ^T A[A9LMAL ON..M.a B -- A °•tf 1--- /la TELL ITT P,) (OTIC /M[[ e[T SACK � _ 1 \ WELL 1 Ir Tr) SURVEYOR'S STAT9MCIR' THIS MAP MAD PRCPAMLD Of NC OR 01109M MT DIRECTION AMD IS BASED UPOA A '12 LO SURVEY IN CONFORMMCC WITH THE 141111aCML MTS Of TNL 9UBDIVI8 ION MAP ACT AMD LOCAL ORDIMANCC AT TR4 MCOUCST OF MICHAEL RtCHARO WARD IN AUGUST Or 1990. I HIRCST STATE THAT THIS Ph CEL MAP SUBSTANTIALLY Cop FOR- TO TMC App ROVCD OR CONDITIONALLY APPROVED TLNTATIVC MAP. I► AMT. THAT THE MONUMENTS SHOWN TMCRCOM CEtST AND ARE OF TH9 CMARACTCR AMD OCCDpT THE POSITIONS SHOWN AND AAL SUrrICICMt TO CMABLL THE SURVCT TO B4 RCTRACCD. �O pp 4T9,0l(3110 B HMAM iL Iq ` R.C.C. 16Bo1- +M 16601 O • J � CIV:. Qr OF tilde COUNTY 3URVBTOR'S STATEIICWT. THIS MAP COMFORR3 WITH TMs RCOUIRCRBNTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDI NAWCC. THE ROAD OFFERED FOR DEDICATION 13 NOT ACCEPTED AT THIS TIME. DATED. eUrTC COUNTY S tog 2. ";.'Ii 16225 ' NY REG ISTRAT20R CEPIRCD MARCH 11, 1991 RtCORO6E'S CCRTIFICATL. FILED TtlIS2.B r~ 'DAY or Jalya 199/, AT f H. —Tj1 000[ ��MAPS AT PAGEISI AT Ttli RC OT F OACMMAN AND ASSOCIATE$ gmDINZZRING. s[atAL $0. 9/- Z b f b o' U 1{—DA 9 J. GRUBe9 BUTTe COu1RT a[COReaR NOTE- THE DWELLINGUNIT ON PARCEL 2 AOPO SHALL BE LOCATED SOUTH Of THE M DRAINAGE SWALE. LL -AO. / CMLCO NOTE AS SHOWN ON THIS SHEET THE ADDITIONAL MAD AMD NOSEa ABBOM ADDITIONAL INroRaATION. ARE FOR IRrolALTIOSAL PORpOSiS ONLY, DESCRIRIMG CORD ITION H AD OF IS; DATE Of / ►ILISC AND Aa[ NOT IHTSOD ID TO A►►LCT aICORD TITLE INTHRIST. PARCEL MAP A 01VO310M OF PORTIONS OF LOTS 144,13 AS SHOWN ON THAT WAP Of TN[ 2111 3VO01VISIOM OF INC 810 -CLL RANCHO', FILED IM HOOK T OF MAPS AT ►SGL .9, BUTTE COUNTY R.00 US. PROJECTED SECTION 10, T 22 N, RZE M.O.B. L M. FOR MIKE WARD BACHMAN 5 ASSOCIATES - 3012 ESPLANADE CHICO. CALIFORNIA C. W. BACHMAN RCE 16803 SCALE -AS NOTED OCTOBER, 1990 SWEET 1 OF 2 SHEETS i c GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E".: CHICO, CA 95926. (916) 894-5719 .�7-" /C( /,F d S e f' re Al !/ e. Lj GL 1' a A-7 vl a d e_Q.j ; vl cv �a -4 s f Gc -s () 1,7 . LAINU Ur IVA I UKAL W L A L T H AND BEAUTY Jim Long BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 754 Vallombrosa Drive 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Chico, CA TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Re: Single Family Residence Date: 2/9/98 A.P. No. 011-020-105 Permit #98-0091 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plan sheets with revisions as requested [x] Submit additional calculations as necessary [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerelvl% 'George R. Kellogg Plan Check Engine cc: Greg A. Peitz, Architect 1907 Mangrove, Suite E Chico, CA 95926 Len Goldman 343 W. 4th Street Chico, CA 95928 1 SUPPLEMENTARY PLAN CHECK LIST Permit Applicant: Jim Long Permit #98-0091 Date: 2/9/98 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Regarding Structural Calculations by Mr. Peitz: Por lateral load resisting systems, provide the load paths from the roof diaphragm to shear walls. Show all structural elements and connections on the plans. If the information provided in detail 7 on sheet 7 of the plans is typical of some of these details, indicate on the plans all the locations where it applies. Blocks @ 4' oc referenced under the sections dealing with shear transfer: Where is this information shown on the plans? e r line & " " (calcs pag 12 where are the CS 16 straps shown on the " Pageearly 14' of the calcs: Where is the 20.5' GLB shown on the plans? Show this beam on the plan sheets. Include columns and connection details. For shear walls along lines "B" & "C" indicate the load path from the roof diaphragm to these walls. Detail all structural members and connec ' ns. It � Vllowedbv rs that height width�atio h rte 4 '�shvar wall ong 1 e C s ar ter an abl 3-11 niform Bul'tding Codb-(V-BC). Revis' t e designYo elimin�onflicts with the Clarify which walls are covered by the footnote for the Shearwalls on sheet 3 of the plans which states, All walls U.N.O. to be type 1. Provide details on the construction of the columns for the front and rear porches. Provide the remaining items for Martha Whitney's plans check letter dated February 3, 1998. 2 satte, ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 536-7541 FAX: (916) 533-2140 Jim Long February 3., 1998 754 Vallombrosa Drive Pasadena,"CA 91107 Re: Permit Application #98-0091 A.P.# 011-02-0-105 With reference to the above subject, attached is: [XA Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X� Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, BUILDINVINSPECTOR 11 �e-checKe� � to q8 f�J�1 Permit Applicant' JIM LONG Permit Number: 98-0091 Assessor Pared Number: OIL -02-0-105 Date: 2/3/98 The above referenced buz ng . plans were reviewed by this office. Frovide additional information and/or make revi dorns to plain, spec#1cadonr arrd calcukdons as follows: This house is required to be fully fire-sprinklered. Provide plans and calcs and make application for sprinklers. Both permits will be issued concurrently. Water tender fees of $200.00 will be due when you pick up permit. Ci 3 Provide copy of easement 03940 for ingress and egress across adjoining ?roperty.p� �Y..GC A C1,_I?.. IZ.. I O House as' shown on *plot plan sets just inside 20' front setback. When built, make sure it is not within setback. Electric subpanel shell -not be located in clothes closet. Remove. 4e -e, hark/( Energy 1<1I -eA W 4 Copies of energy calcs have been submitted. Provide wet -signed or inal.:. Energy calcs sent back to author. See corrections on calcs. NPpplans quipment modeled to obtain point totals must be on form CF -1R and and installed. Ski '� ovide manufacturer's specifications for units you are installing L,4ires showing AFUE and SEER modeled in calcs. Additionally R-12 external insulation is modeled on calcs and, noted as "none" on CF -1R. Provide insulation. Architect to review and approve truss calcs for lateral design. Provide wet -signed letter. (Greg Pietz) The following items are regarding trusses. �`. Trusses do not match roof framinglan. .See circled areas on layout. 5_. Is this conventional framing ore' ack trusses: If conventional provide _ roof framing members. 5� (Lon��eU�N lumber .2 How is bearing provided for truss T6 and T7 at ventilator? yy,��m4� #RAWtar— ll • Truss 10 has reaction over 5000 pounds --Check foundation for girder ,�� truss point loads. r • • I-,- .4 Tr„a T -1 -2 --and 13 measures 30-0-1 over two supports --doesn't match S� of plan. Truss T22 calls for anchorage for 600 pound uplift continuous to foundation. H.7 not on plans -ho is it co tinuous to_foundation? sr�.p pe p -ro 3/s �Z 8Truss 23 --shows 24' over two supports --which two?�`� C� �� s &dd Iy ss 29 has a 28 foot span? H� tApl, 44 , Plan shows two girder trusses on upper roof -this doesn't match plan. Designer should check for trusses for all conditions. OM94 CW MA-rg"44 90 -'TM WO Plan is in line for structural review. . I have sent plan, energy calcs and truss calcs to Chico office for pick up. Owner did not leave phone number on application or data sheet. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 p.m. and 4:00 p.m., Monday through Thursday. MARTHA WHITNEY BUILDING INSPECTOR 111 cc: Greg Pietz 1907 Mangrove, Suite E,,Chico, CA 95926 Len Goldman 343 W. 4th. Street, Chico, CA 95928 -2- Jim Long 754 Vallombrosa Drive Pasadena, CA 91107 Re: Permit Application #98-0091 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 February 3, 1998 With reference to the above subject, attached is: [XA Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 011-02-0-105 Action Required: [XA Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY BUILDING INSPECTOR 111 ,Arf< Truss T-12 and 13 measures 30-0-1 over two supports --doesn't match roof plan. $f" Truss T22 calls for anchorage for 600 pound uplift continuous to foundation. H.7 not on plans -how is it continuous to foundation? ,8,-ff' Truss 23 --shows 24' over two supports --which two? .8!7-�Truss 29 has a 28 foot span? .8 Plan shows two girder trusses on upper roof -this doesn't match plan. Designer should check for trusses for all conditions. Plan is in line for structural review. I have sent plan, energy calcs and truss calcs to Chico office -for pick up. Owner did not leave phone number on application or data'sheet. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 p.m. and 4:00 p.m., Monday through Thursday. MARTHA WHITNEY BUILDING INSPECTOR 111 cc: Greg Pietz 1907 Mangrove, Suite E, Chico, CA 95926 Len Goldman 343 W. 4th. Street, Chico, CA 95928 -2- Permit Applicant: JIM LONG Assessor Parcel Number: 01L-02-0-105 •. permit Number; 98-0091 Date: 2/3/98 ?he above referenced buikbng . p&= were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. J This house is required to be fully fire-sprinklered. Provide plans and calcs and make application for sprinklers. Both permits will be issued concurrently. Water tender fees of $200.00 will be due when you pick up permit. 3. Provide copy of easement 03940 for ingress and egress across adjoining ro ert . House as. shown on plot plan sets just inside 20' front setback. When built, make sure it is not within setback. Electric subpanel shell -not be located in clothes closet. Remove. Energy 6.1 Copies of energy calcs have been submitted. Provide wet -signed original.:. - 6.2 Energy calcs sent back to author. See corrections on calcs. 6.3 Equipment. modeled to obtain point totals must be on form CF -1R and plans and installed. Provide manufacturer's specifications for units you are installing showing AFUE and SEER modeled in calcs. ' Additionally R-12 external insulation is modeled on calcs and. noted as "none" on CF -1R. Provide insulation. Architect to review and approve truss calcs for lateral design. Provide wet -signed letter. (Greg Pietz) The following items are regarding trusses. } I Trusses do not match roof framing plan. . See circled areas on layout. Is this conventional framing or jack trusses? If conventional provide roof framing members. How is bearing provided for truss T6 and T7 at ventilator? 8 Truss 10 has reaction over 5000 pounds --Check foundation for girder truss point loads. -1- %0 RESIDENTIAL VVV 011-02 -165 ERMIT#98-0091 lIIi LONG, im # ; I - . I PERMIT 'NO. 37 Crow Canyon Ct., Chico New -Single Family ---- PERMIT EXPIRra "�210 �RMIT#98-�091 OWNER CONTR. ASSESSOR PARCEL LOCATION 017 157 i�dF kC FE(CfOZP Y Address GAS XMeter _=��Date_. ELETFII� t Meter B Date6 t ti-ge IAN Ye4 40ITemp. Po OFFICEDCOPY Called 3 -7 C4_o"D Address 'Temp. Elec GAS 18 16Date Meter By 'Called * I I ELECTRIC Meter, by, Date f T'arnp'Gas' -Called PG&E, J08 FINALED (Date) -'signature V=OK ^ O = NotOK =NottRepaldyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fall-Cp"oncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ /"L"tt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance } Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line j3. Gas; MH Test Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _ 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits;Insp.Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnecOorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wbod Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Eke.; Receptacles and Lighting, Distance GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed - 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesEWater.Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s ✓ = OK O = Not OK - = Not Applicable = Not Ready Date ^ ERFLOOR (Plans) OK except RESIDtNTIAL (Single & Duplex) V FJg!Main; Soils-Elec. Gmd. / /" Ftg. Depth 3. tg. ge; Soils-Steel-Elec. Gmd/ P Ftg. Depth orches & Decks; SoilsSteel-/ p Ftg. Depth St ails, Main; Steel-Blockouts-Wrapped 6a. HOW Downs and 7. Slab, Steel -Wrapped 8. Piers -Fire ce Ftg.Steel 9. D. .1% Fall -Fitting -Te t- y C/O -Sewer Test 10. UF. Gas ' ; Size Anchor and Gas Piping; Size Test 11. W r Pipe; Test -An rs-Regulator-Service Test 12. Electric UrEWrground 13. Pie ucts; Cleala ' Materialt rt -Ins. p Z_j 14. Gird rsSills-Anchor s -Joists -Vent l 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 66. Bedroom Exiting Water Htr.; Vent -Access -Combustion Air Baffle G.F.I. & Bath Fixtures & Tub Access -Spa 68. 'Neter Pipe; Test & Anchor -Nail Protection 69. Stairs & Rails D.W.V.; Test Fittings & Anchor -Nail Protection Fireplace or Stove, Clearance -Hearth Sher Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sae & An cors Date ((1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E CTRICAL (Permit) OK except #'s Kure & Transformer Clearance -Ins. Protection 5I6c. Receptacles Spacing -tights & Switches at Doors 26. Xe Boxes & No. of Conductors Stapled . omqx Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fastners-Bond Gas & Water i'ance Circuts jn Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu .0 ire Size / /ga Cu or AI 30. Range Circ. / / ga Cur ve c. / / ga Cu or AI Ins ted Neutral es o Se Riser Conductors & Ground -Main Disconect 32. ' . Clearances Panels -Motors -Meth. Epuip. thes Closet Light -Shower Light -Spa Light 3 . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ,r.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation _, Wgyondensate Drain & Overflow, Size & Grade Fu ante -Vent Access -Comb. Air-Retum Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date eFRAMING (Plans) OK except #'s ' s Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft top in Walls (rat proof) F' Stops, Furred CeilingsStairs-Chasers-Tubs eaders & Beams -Size & Bearing Date A7. lin - Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. V. replace Ties or Type A Flue -Fireplace Throat clearance JW1A5L1`Access; Size Romex Protection -Draft Stop Ins. Baffles drm. Wind or Exiting Doors -Sill HgL & Dimensions tage Fir rotection Framing V^pperty Line Firewall & Openings 01 t. oors-One 3 -Check Garage 3rd Story, 2 Exits irs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood o oof Overhang -Attic Vents -Rafter Outriggers Si ' - ailing Veneer Mesh -Drip Screed -Fd. Vents-Underfir. Access azing Area -Glass Protection -Skylights -Plastic 40 Shpf Walls: Nailing -Bolts Ole 60. qKce Interior /Exterior Yfall Panels o 6 G insulation -walls -Ceilings Infiltration -Walls -Windows Fires ing-le Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance _ 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass ProteMn 90. Correct? from Previous Inspections 91. Gas T -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: OF INSULATION ADDRESS Oi TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 M ` t LOT N 1 ► { S� �v e thS ❑ 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 J 1_Io c `R Fs<<��,�•�� ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED t • • ( SQUARE FEET) ( SQUARE FEET ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRIODLCT I.D. s MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANU=ACTURER MANUFACTURER MANUFACTURER DCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED T-IICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS Ck KNEE WALLS IF R-VALU'c IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER �= Q W R GRACE THIS IS TO CERTIFY THAT INSULATIOM AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE—INSULATION CON-RACTOR TITLE MANAGER DATE �(` SIGNATURE—GENERAL CONTRACTOR TITLE v DATE REMARKS: SIC -303 CUSTOMER COPY ACOUNTY O,'F BUTTE '• :` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Irwin Street • Chico, CA • (530) 891-2751 W County Center Drive • Oroville, CA'-* (530) 538-7541 CORFitCTION NOTICE 0. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Pleas& notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, p ase contact this office immediately. 1 Ltyl&-Vv //'_(Ir� r"C71V / �S']--Q✓C_ / 4r- PVL Date REV 10/92 Inspector `r COUNTY OF BUTTE F d BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 t 7 County Center Drive • Oroville, CA • (530) 538-7541 k; 4 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C. ' Date �� ZZ Inspector r, ' REV 10/92 r,. 98-0049301 Rec Fee 8.00 AND WHEN RECORDED IMAIL T0: 1 IHF 2.00 Recorded I Check 10.00 BUTTE COUNTY BUILDING DIVISION Official. Records I 7 COUNTY CENTER DRIVE County Of I OROVILLE CA 95965 Butte I Candace J. Grubbs I Recorder I 9:03am 10 -Feb -98 I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposcs'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: '12 Date: � / / D PR( • J V� State of California ) County of-k!U4Q-- ) On.,&, Z2 l before me, personally appeared U(-11/ V 1, t—, , L( U�_ personally known to me (or proved to me on the basis of satisfactory evid e) to be the person(",hose name(* is/an subscribed to the within instrument and acknowledged to me that he/shek4my executed the same in his/herttireir authorized capacity(Ies), and that by his/hexAheir signatureA on the instrument, the personjW or the entity upon behalf of which the person(sy acted, executed the instrument. WITNESS m an)l and official soh 00 NOTE TO RECORDER: DO NOT RF.( -'ORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT i A.A. - I Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) t n ORDER NO. BU -146453 BG DESCRIPTION ALL THAT CERTAIN REAL PROPER'T'Y SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARC I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY 6� BUTTE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 47 AND 48. PARCEL IT; A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A. STRIP OF LAND 60,00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINES COMMENCING AT THE MOST NORTHERLY CORNER OF LOT 15; AS SHOWN 014 -THAT - CERTAIN MAP ENTITLED, "MAP OF THE 21ST SUBDIVISION OF THE -JUlltl BIDWELL RANCHO111 WHICH MAP WAS RECORDED IN THE, OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEl4BER 3-1, 1912, IN BOOK 7 OF MAPS, AT PAGE(S) 49; 'THENCE SOUTH 60 DEG.- 541 EG5 1 00" WEST, 168.'30 FEET; THENCE SOUTH 49 DEG. 02' 32" WEST, 34,05 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING SOUTH 34 DEG, 131 00" EAST, 528.01 FEET TO THE END OF SAID CENTERLINE. PARCEL_,.III A 60 FOOT EASEMENT FOR ACCESS AND PUBLIC UTILITIES BEING THE EXTENSION OF CROW CANYON. COURT OVER PARCEL 2 OF THAT CERTAIN PARCEL MAP, RECORDED IN THE OF'F'ICE OF THE RECORDER OF THE COUNTY OF BU'T'TE, STATE OF CALIFORNIA, ON JUNE 28, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 47 AND 48. -------- POOR RECORD IS DUE TO WALITY OF ORIGINAL DOCUMENT LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 9k— 0 O (�?/ MA-FCo G Z&O SOWNER A.P. NAME: NUMBER: PLANT LAST NAMEIRPAT COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: 2'S APPROVED: CONDITIONALLY APPROVED: V1- RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP /� s pM +7 DEED INFORMATION: h/A-f //-OZ-98 DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO 1'goAc COMMENTS/CONDITIONS: MAP INFORMATION: // DATE OF RECORDING 41 ZO LOT 3 BOOK Z3 PAGE COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X"1. Maintain a 50 ft. building setback from centerline of road. X2. Maintain a ZO ft.building setback from right-of-way/centerline of CP -c-) / CYx! 67- LL3--Alf77) _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a J50 ft. leachfield setback from Cit 5 N P -L t>a1-/ 211 X6. Pay water tender fees in the amount of $ ZVO to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. —9. Connect to a public sewer system. X10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _X4 S 123 M 4 7 e4ffC&12 V/n/ G N r Tn44 7Z' A-C-InoA� � _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be mwk to the PAwmAkg DA sAw- 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16.. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AI 311N08 30 kiNa00 9661 9 Z NVr rig LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural V Lo a c� Calculations For: ,_Ax �SEv AN�'y/ �wY~ 4 <10- a No. C 21 ass REN. 7 19 1) 0 t LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P- .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf ® 25 -ft. * 14.5 P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf Q 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf Q 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf ® 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf 0.20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 **1.0 = .012 ksf Q 30 ft. 1 ' V !• o ! r ' ��! s[t• 1 fT 1 i ' r i 1 1 nr•� i ' • ,'I n1 _ ... .. � � . � '�� + � �}11111 ' J7� � i i , � ;�17 LJ:f• 1 �''; I is �ut.�] � t, y � �: Lam• a r, + - 4. (,.:n..�. r.q.:. +�.:. �.� 1, (i 1 �(1,� = � �. �.�¢_..�o•, Iwo , ' Ie'$!q.a ✓' ' Ih�Si i'ti f' ! t V' 'I 1I �/ z1 ;/1►;�b+•, ` i r'Vol %4 1 p r-> - 3 -al 3. L.- wr w3 , A/,d v-6 '07 S , c`/)(r i 8)�S fid) _ /y 'VY 6 3) L..' /, Lfi. S 23,5' 21,or •30.� �q T96 - L V'biLto ".,IOff , CO,5)Cy�=)C 5�23h� f- �iv)(Y��5�23.5� •Doi•_ � 51� .8 7 La N-. 5 CO,5)Cy�=)C 5�23h� f- �iv)(Y��5�23.5� •Doi•_ � 51� .8 7 La N-. 9-1 Lov 11�5� 23�5� Zl,oi '30�:gi 7 •y, o' i �zq Rb RG Rd. vz)���) Zr 8o PcF `J70 i3� (✓v (q7) -r- 30 ' �z� Y4l•�I; le i7 zq L l 9 4 6zL�i��g'��23,g> f3 -ZSR` 3eiSr•�c u0Va.-107 c, i , r a i i/er / 7 a:, G i w l`fRaw 15 P�-P O� SST73/ ,ozyl K/ i. • j 41g p AO ko (G C.. I.- F -Z. I- Al,,3 3 1'-' 'All 011 -7 of HO ,0,517 -5 plilli-,05^43 .0 for -ST Ce -4 -L q Lp No <?kn4- 70 rrC 64 t. / m 0- - -3 OC) s -Ail lei o 7 i 40 IV 14� cj 7w -7.9 's 77S Cl s) C Lo 6z i g? ho OF ►G-�, amu,.- va •,t_s `-�,. C > > A oaf nig d 1'' Af M yo(5 �a f led C46 r /I Is 3 �� 4 c P /7 5 7 p c4c-- PC- 43 1 K - CAP I I -Z , .21 0 /z/ I GREGORY A. PEI TZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural * Calculations For: AR It Y *140. C 21 283 v 60�G�Nzu�ln LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I Walls P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf Q 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf ® 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf Q 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf ® 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67'* 1.1 * 14.5 * 1.0 = .011 ksf 0 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf Q 30 ft. A le , • � is -o l •+r u.�rr!i• ,- y � F'._O. O �' ...+. is . _ } :% ' ... ; . ,.... •_ f...a�;.�},. .� le 3 °6g oo-1 Wr o, o' `` Z /(v.o ' N /Z.a 1 12 3 FY � 3 z y, 91'r•�`ll = 06 4) (,S3d) f oo( it -4 f (s)cs <,d3� /. k .,fig a ver•z� w 1 4 5 V -----.-._. // X11,1 D- s_ req L,jN-4 90 v,e,.-n $ 4 , s_ req L,jN-4 90 v,e,.-n $ req L,jN-4 90 v,e,.-n $ 9-1 C wl W 4-m It ",dA,. 73- 5k.AL� L -v a el it Cw -eu 0- o -Z� (ape 0-7 "c- r- 7e 5— C. - ( f 01, ST Ce 2. Z. q ?�-•, 4& SP h m. << C'. .9 3 C- Al, -z (.v 14,- UMP, IZ- -2- 0' .8a 7 ��� �d its L6 40 N/ -e -001+4-c, k, I i1 61 Oji/ C� z '4- 1 o) 6' Z PLr- Ind �7 z z 4, /4; t Mf Lo 7�p ldz M- ------------- ��,� r� c..L�- � � � . w l $ � � to '' ! ?i` ®r -t.. 7 11 04- C) Oe Cr 4- `L -. C3/Zx.2�)= - jos - /0 I ^G = 37 1,-, coo �Iw�. r.J / 6,,,P(s G.J. y� /Z o 14.41-1 yp�cccl.L� vim,, . A Z/v i2 14.41-1 C/ e. C. 3 S 7 P4_�C-- / /G t i •357, 5 ,1. 38 <<�oo� vav 2qf, v`e c C.l3 0 /Y i RESIDENTIAL } �- 011-020-105 PERMIT#98-0478 LONG, Jim 37 Crow Canyon Ct., Chico t PERMIT NO. Cont: William .F. Squyres - Fire Sprinklers/SF PERMIT EXPIRL.— — - OWNER a CONTR. ti ASSESSOR PARCEL LOCATION Temp. Power Pole Called PG&E_ Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E . J , OB FINALED (Date) `7 2L s 5 Signature 4e"I V=OK O = Not OKNot " = Not Applicable ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, LocatiorrIlest-Fall-CIO-Concrete 4. Water, Location Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp,Conaets 6. Gas; Location -Test -Wrap; / Mlft / /Nat. or/ tt'IL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Data Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Sine -Spacing -Marriage Line 3. Gas; MH Test-DemendVahe•Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CAR -PORTS, GARAGES .lana) OK except 's 1. Zoning Requirements-3etf acks-Easements 2. Footings; SailsSize-Dep"packV.Contactors-Steel 3. Decks; Girders and/or Joists-Dedcing-BracingStairs=Rails 4. Wood Awn.; Posts$ ams•Aft.-Connecmrs Shthg.-RfU.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Ertdosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-Rfas-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root, Shlhg-Roofing 11. Ext; Stepa,0oors-lendings 12. Braced Wall, Panels Date Card B-1 Date Card B-1 Date Card 0-1 Date Card B-1 Date POOLS (Plans) OK except #'sem 1. Setback9fasements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts -GF] 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5, Cireulafing Equip. -Pool Lghtg. Boxes-Endosures-Panelboards4ns. to Main in Conduit 9. Health Departrnent Approval 10. Plumb.; Cir. Te*WaW Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1 ningSetbacks-Easments lope 21 ., Main; Soils-Elec. G / J/LP Ftg. Depth F Garage; Soils-Steel-Elec. Gmd/ t Ftg. Depth Ftig. Porches & Decks; SoilsSteel-/ C Fig. Depth 5. �mwalls, Main;,Steel-Blockouts-Wrapped 67 Stemwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers- ireplaoe Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/OSewer 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 BoltsJoists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 4101y,V-3Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.!M; Test Fittings & Anchor -Nail Protection 2 - hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Fumed Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purtin-roll Brac.-TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop4ns. Baffles 5o. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-RuW.anding-Fre Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance _ 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- D -j PARTMENT OF DEVEL( ,PMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 1 MI NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER OI I ®ZV 2% 0 1 O ZONING BUILDING PERMIT OWNER Lam, �� Y� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 754 V CONTRACTOR'S NAME WLLIAM F I TELEPHONE ' CONTRACTORS MAILING ADDRESS po BOX 3176 Qa00 CA 95927 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEERLICENSE NO. 275206 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 37 CROW CANYM CT. Energy Plan Checking Fee $ ' $ PERMIT FEE $ 144.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IQ Duplex ❑ Mobilehome ❑' Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: FIRE SPREgKLBS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 500VOR LESS, Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ipAR ful f rce and effect.1�`- 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 200A TO 1000A 46.00 NEW CONST. OWELUNG OCCUR OR ADDNS. ( a ACC. Bins. s0 3.5¢FT; NEW CONST. MULCTI-OI. CUTCET ITS@7.50 NON•RESID. POWER APPARATUS d SINGLE OUTLET CIR. OUTLET OR FDTTURES Ex. Occup.aAL 20 Q 1.00 @ .50 Ex. Occup. oUxTLEEDTSPRE.S o.DFR.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with tho rovisions. 3 �' Qp X �__�_�_� Date 1 v Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heig t. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2 D. F IMP FLOG CD PAR P ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees ave been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SOR PINK-INtPECTOR GOLDENROD -APPLICANT err tr {: `t �l r... ,:C � ,y .. .i' "e.I b a ,�.• �/.may,, - "COWTY OF BUTTE DEPARTMENT OF RJB" QPMENT SERVICES - BUILDING DIVISION ~ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 i PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: 6/6 _ 4 7 0 /' d y— PropoAed Building Use: 7 Building Inspector: Date: At tirite of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3,14 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- El 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11 L- Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- 1116. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ Ift (Date) ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- w ❑24. Letter of signature–authorization - -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent or- building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Herne utility clearance.--------------------------------------------------------- ----------------- 028. Existing violations and/or expired permits. ----- =--------------- =------------------------------------------------ ❑29. 0433 A, ❑Gran_ Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, m' ail to contractor. ❑Telephone and hold for pickup at office. ❑ el' with inspector. Applicant: W Date: J Z S U Copy of Haz-Mat form -,ent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit applicatiam for the above items numbered: ❑ Plan Check List 2. Additional items required: {70 i S S U elY l n i Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owr_er, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone,. ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, , w d of the above data by phone, ❑ mail, ❑ Building Division' counter, by Date: Plans reviewed by: Date: Plans approved by: C� Date: Sets of plans q l�ol ❑ �la�Ctabet,�❑P, folder. Note transfer by: ✓ Date: Yellow Copy - Dep nt o elopmen ervrces, Building Division. ^ BUTTE COUNTY PARKS DEVELOPMENT FSS CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Numbers) Property Owner(°%') Project Location/Address % �•2(9t,�J �(/-�/� �-- G 7` .Subdivision Lot Number(s) Residential Development: (check one) ��,ew. Development —Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units. Comment: Building t Mpresentative Date Chico Area Recyeareatiion and Park District(CARD) certifies that (Applicant Name) (Phone Number) D ORO (Street Address) 9,57.28 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ r CARD Re-kesk tativeJ Dafe PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution:. White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. CHECK 86�A�1�8 �i�2SAF# J01f)#i87� �Yr-M+irt',W►g.Y�'A++�yiflro.�.. ;r'�P. . r'"x`t.5"`�:" wti� r '�,.+"m'+�`�"+wT"�Nr�--'ti"+� _'r'�'_.•�^...,.--�...n,..q,.arry:w--"-;SFsatj:::,M�,-�-.-. -4 �e, BUTTE COUNTYt"SCHOOLS IMPACY'FEE CERTIFICATION FORM (One form. per Building) School District 4ML40 Building Department No. A.P. Number !V Property Owner Property Location/Arddress l Subdivision ` Residential Development — //IS 496/0 No of Living Units Mobile Home Installation City � County Lot No. f Sq. Footage Z,?ZC Addition (Group R) Caommercial/Industrial N. til � _ New Addition (door flans reyiewea uy scnool uistrlct Personnel) District Identification No. 9 QA /11 A 0 /V 217 School District certifies that (Street Address) t� �D (City) ,\ +'d�; . has complied with :he. requiremen representing CWU , School District Representative Sq. Footage Roofed Areas) Date (Applicant) (Phone Number) (State) (Zip Code), 1 of Resolution No. � 5 K by payment of $ Q�3 I' square feet. B 2926 $ ULL MITIGATION $ 9��' Date Paid by Check # _ � / Remarks: Notice: You may protest.the imposition of the fees identified. above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees 16 any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applic9ble Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYbRAULICS 2.1 - SUBMITTAL. Page 1 V CONTRACTOR WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS P.O. BOX 3176, CHICO, CA 95927 Date: 11-0171-9§A File: LONG1 JOB: Long Residence, 1 head flowing STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW': 30 Gpm SPRINKLER MANUF : Reliable MODEL F1/RES/3 MIN SPR FLOW : 15.0 Gpm MIN SPR PRES 14.8 Psi NODE. ELEVATION K- - PRESSURE DISCHARGE NO. FEET FACTOR Psi ppm ------------------------------------------------------------------------------- 1 9.0 3.90 14.7 15.0 2 9.0 16.3 3 9.0 16.3 4 9.0 16.8 5 9.0 19.9 6 9.0 20.6 7 9.0 22.1 8 9.0, 22.5 ., 9 9.0 2 2: 8 TiOy'�i CO 10 1.0 SOURCE 26.6 ego 10 NM SPRINKLERS FLOWING 1 i oyti AREA PER SPRINKLER 256. Sq . Ft . C©nfracfirig TOTAL DESIGN AREA 256 Sq.Ft. t_ic. No. 275206 tn� C-16 REQUIRED DENSITY .06 Gpm/Sq. Ft . COMPUTED DENSITY .06 Gpm/Sq.Ft. OF CA��Fo TOTAL SPRINKLER FLOW 15.0 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 15.0 Gpm TOTAL SPRINKLER PRESS 26.6 Psi WATER METER LOSS 0.0 Psi Q SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 47.2 Psi by DEMAND PRESS REQUIRED 26.6 Psi Hydronics Engineering PRESSURE CUSHION 20.6 Psi 34.19 Fremont Bl, Suite 609 Fremont, Ca., 94555. (415) 487-9160 MAXIMUM VELOCITY 7.8 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR; WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS :P.O.. BOX 3176, CHICO, CA 95927 Date: 11-01-1998 File: LONG1 JOB : Long 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) ------------------------------------------------------------------------------ 1 q= 15.0 K= 3.90 L= 5.5 Pt 14.7 Pt 14.7 1 Q= 1.4.9 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 D= 0.884 TL= 13.5 0.1155 Pf 1.6 Pn 14.3 3 Pt 16.3 --------------------------------------------7---------------------------- 2 q= 0.0 K= 0.00 L= 7.0 Pt 16.3 Pt 16.3 2 Q= 0.0 F=2LB F= 17.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 0.884 TL= 24.0 0.0000 Pf 0.0 Pn 16.3, 3. Pt 16.3 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 13.5 Pt 16.3 Pt 16.3 3 Q= 14.9 F -R V= 1.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.0 D- 1.109 TL= .14.5 0.0383 Pf 0.6 Pn 16.1 4 Pt 16.8 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 80.0 Pt 16.8 Pt 16.8 4 Q. 14.9 F=R F= 1.0 C= 150 Pe 0.0 Pv -0.2 Vel. 5.0 D- 1.109 TL- 81.0 0.0383 Pf 3.1 Pn 16.7. 5 Pt 19.9 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 14.0 Pt 19.9 Pt 19.9 5 Q= 14.9 F=3R F= 3.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.0 D= 1.109 TL= 17.0 0.0383 Pf 0.7 Pn 19.8 6 Pt 20.6 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 32.5 Pt 20.6 Pt 20.6 6 Q= 14.9 F=6R F= 6.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.0 D= 1.109 TL= 38.5 0.0383 Pf 1.5 Pn 20.4 7 Pt 22.1 ------------------------------------------------------------------------- 7 q= 0.0 K= 0.00 L= 17.5 Pt 22.1 Pt 22.1 7 Q=' 14.9 F=2B3R F= 15.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.1 D= 1.400 TL= 32.5 0.01.23 Pf 0.4 Pn 22.0 8 Pt 22.5 ------------------------------------------------------------------------- 8 q= 0.0 K= 0.00 L= 17.0 Pt 22.5 Pt 22.5 8 Q= 14.9 F=L F= 8.0 C= 150 *Pe 0.0 Pv -0.1 Vel= 3.1 D= 1.400 TL- 25.0 0.0123 Pf 0.3 Pn 22.4 9 Pt 22.8 ------------------------------------------------------------------------- 9 q= 0.0 K= 0.00 L= 8.0 Pt 22.8 Pt 22.8 9 Q= 14.9 F=3RLSG F. 23.0 C= 150 Pe 3.5 Pv -0.1 Vel= 3.1 D= 1.400 TL= 31.0 0.0123 Pf 0.4 Pn 22.7 10 Pt 26.6 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 10 Q= 14.9 <<< SOURCE >>> Pt 26.6 VILL IAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 P.O. BOX 3176,.CHICO, QA 95927 HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + ,M 80 + 70 + 60 + 50 X Static X X X. :. 40 + X Resid 30 + * Spr Sys 20 + 10 + * 0 Elev- Loss 0++--+---+----+------+-------+--------+---------+----------+---------- -+ 0 200 300 400 500 600 700 800 900 1000 FLOW -(GPM) JOB : Long Residence, 1 head flowing X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 47.2 Psi @ 15.0 Gpm Residual : 40.0 Psi Reg4d Press 26.6 Psi @ 15.0 Gpm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL.. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS •P.O. BOX 3176, CHICO, CA 95927 Date: 11-01-1998 File: LONG2 JOB : Long Residence, 2 HEADS FLOWING STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF : Reliable MODEL : F1/RES/3 MIN SPR FLOW : 11.0 Gpm MIN SPR PRES 8.0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 9.0 3.90 9.1 11.7 2 9.0 3.90 8.4 11.3 3 9.0 10.1 4 9.0 11.3 5 9.0 18.2 6 9.0 19.7 7 9.0 23.0 8 9.0 23.9 9 9.0 24.6 10 1.0 SOURCE 28.9 SPRINKLERS FLOWING 2 .AREA PER SPRINKLER,, 256 Sq.Ft. TOTAL DESIGN AREA 512 Sq.Ft. REQUIRED DENSITY .04 Gpm/Sq.Ft. COMPUTED DENSITY .04 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 23.0 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 23.0 Gpm TOTAL SPRINKLER PRESS 28.9 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 43.9 Psi by DEMAND PRESS REQUIRED 28.9 Psi Hydronics Engineering PRESSURE CUSHION 15.0 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 7.6 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR:WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS ;P.O. BOX 3176, CHICO, CA 95927 Date; 11-01-1998 File: LONG2 JOB : Long 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= 11.7 K= 3..90 L= 5.5 Pt 9.1 Pt 9.1 1 Q= 11.7 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.3 Vel. 6.1 D= 0.884 TL= 13.5 0.0739 Pf 1.0 Pn 8.8 --------------------------------------------------------------------------- 3 Pt 10.1 2 q= 11.3 K= 3.90 L= 7.0 Pt 8.4 Pt 8.4 2 Q= 11.3 F=2LB F= 17.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.9 D='0.884 TL= 24.0 0.0689 Pf 1.7 Pn 8.2 -------------------------------------------------------------------------- 3 Pt 10.1 3 q= 0.0 K= 0.00 L= 13.5 Pt 10.1 Pt 10.1 3 Q= 23.0 F=R F= 1.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.6 D= 1.109 TL= 14.5 0.0853 Pf 1.2 Pn 9.7 =------------------------------------------------------------------------ 4 Pt 11.3 4 q= 0.0 K= 0.00 L= 80.0 Pt 11:3 Pt 11.3 4 Q= 23.0 F=R F= 1.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.6 D= 1.109 TL= 81.0 0.0$53 Pf 6.9 Pn 10.9 ------------------------------------------------------------------------- 5 " Pt 18.2 5 q= 0.0 K= 0.00 L= 14.0 Pt 18.2 Pt 18.2 5 Q= 23.0 F=3R F= 3.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.6 D= 1.109 TL= 17.0 0.0853 Pf 1.4 Pn 17.8 -------------------------------------------------------------------------- 6 Pt 19.7 6 q= 0.0 K= 0.00 L= 32.5 Pt 19.7 Pt 19.7 6 Q= 23.0 F=6R F= 6.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.6 D= 1.109 TL= 38.5 0.0853 Pf 3:3 Pn 19.3 ---------------------'---------------------------------------------------- 7 Pt 23.0 7 q= 0.0 K= 0.00 L= 17.5 Pt 23.0 Pt 23.0 7 Q= 23.0 F=2133R F= 15.0 C= 150 Pe 0.0 Pv -0.2 Vel= 4.8 D= 1.400 TL= 32.5 0.0274. Pf 0.9 Pn 22.8 ------------------------------------------------------------7------------ 8 Pt 23.9 8 q= 0.0 K= 0.00 L= 17.0 Pt 23.9 Pt 23.9 8 Q= 23.0 F=L F= 8.0 C= 150 Pe 0.0 Pv -0.2 Vel= 4.8 D= 1.400 TL= 25.0 0.0274 Pf 0.7 Pn 23.7 9 Pt 24.6 9 q= 0.0 K= 0.00 L= 8.0 Pt 24.6 Pt 24.6 9 Q= 23.0 F=3RLSG F= 23.0 C= 150 Pe 3.5 Pv -0.2 Vel= 4.8 D= 1.400 TL= 31.0 0.0274 Pf 0.8 Pn 24.4 --------------------7---------------------------------------------------- 10 Pt 28.9 ------------------------------------------------------------------------ Meter = 0.0 Valve = 0.0 10 Q= 23.0 <<< SOURCE >>> Pt 28.9 WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 P.O:." BOX 3176, CHICO,, CA 95927 HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + - 70 + 60 + 50 X Static X X X .. 40 + X Resid 30 + 1* Spr Sys 20 + 10 + I * Elev Loss 0 -------------------------------------------------------- ---+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : Long Residence, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 43.9 Psi C 23.0 Gpm Residual 40:0 Psi Req'd Press 28.9 Psi @ 23.0 Gpm Bulletin '141 Model FI/RES/3 Concealed Rimi"Nablim Residential S .Sprinkler ' The LifeSavel' Concealed I!. A Concealed Residential Sprinkler Feaftll'eS -1. 2. J. G. 7. rosidenlical SPI -ii -INCH'S. 8. Available in brass, chrorru0 iartcl bk:lcl< Plated or pail Ite d lirtisheNs. 9. Ins(dllc'1-. lion does not require clips or springs '10. Lisl(.,Cl by Ur'iclorwrilers Labor(_II01'10s, Inc. PI'OClllcl Description Tito Flolloblu Lifosovor Model 1=1/1,11= 3/:1 Gonnc)nlocl Spi-Inklor I ; ;:u I clllr(icllvo, low prollk: Application arid Irlslallaliorl Tho 1_i1u5avrr Modol Concealed Ftusidullli,11 Sprinklor uses II1() I5(i"1= Model 1-'I/111=S/3 I'endenl 1.tosi- donll:al Sprinldol. will ) :a .;poci:al th eaclod Mc)(JOI GGPI"kip which it; Hold ,,11:x(;1 Iod to the ,prinklor, T to ra, ,OI l ibly i, complolod by Il to it lsl:allaliorl of Ilio attractivo, low prolllo, 1,1:1"1= roalocl Mora( -)I CCI' Covl;rph.ilo Ass,6 11.)ly.'I'I (I (:c,v(:)t- 1�lalo and 1cl sprirli(lor cl 11) a ;sc1 rlblios al c-) all, xa 10d ul;il 1c1 ;a I., 147 1111'1- adod ( it ;.f 1(il I lot 11. n r,I ioic,) OI Iw(1 r.11vxl I )Irllr, assel I II)II(.,,: pruvii.lo;; c)ilhur 1/2" or 5/16 " OI (:1)vor m.Ij11!;l I 1 x�r11. I�ho c:crvat 1)I:IIO i :::111: u;t Ir)tl ki Il u,.,l<it I i Iri(u I I; I!:;"1= ort -Ili 1(_II'y I(.)I 111)l)I Clll 11 U (;141;;l:Illl:r111U1 1 Il.l;;ll Ilx :11111y. wl N 111 II u ) ceiling too Ilperalu e rises, t1 to Solclor .,',Vaca lit Ill 11 It,) uover. plalo.o lld !*irl 11.1son, Illu!.; lolo:asilnr) 1110 cmill1)Irtl11 :.111d exposing Il to sl )ril lklor to Il lo rising coilil lcl 1,11 npo-1 1:111 lro. Continued InCI'ecISOS ill air Iorl ll')erclhlre (;cull;;O til )Ill )klei' laulb o1.)ort111on, wl Iich opens 1110 wnlclrwray ; II a 1:111(1w , II 1(I cJischarding water to be diSlritxllocJ ill a 1101 l lisl,l iel foal laallorrl below 111,1 sprinkler clofloclor. Following installation, any onclrlgelllonl of IhO covor- I:>I,alr) :assenllily cuxl cl.q� ;ara;ure, 11-x-)1 111(1 tgilinlcic;r i!; propol ly positionod rulativo to 11111 coillrly. 'I I to l_IIeSl Ivor Modof l" I/I'1I=S/3 Concealod Sprinkler must be Inslallocl in Collings with a neutral or negative pressure in the 17tonurn spaco bbove the sprinkler. /after Installation, Inspoct all eprinklerslto ensure that boll-Ohe gap between Ilio covorplate and'skirt and the cup slots are open and freo from any air Ilow!lmpedimenl. r I I)c) r;l11inldor cup is to he lirrnly allad led to the Model !;I nil li(lur. n Ir,llon b;Itxil 111 lonttll►I Shot Ild ho :1111 )IiO(I IO II u, sptinklor (hread., only. The Model RC'I WI r,l a :I 1 i!; 11 1(), I 1 Ir;Ocl to (It 1(:la lO II ira S1:)ril ikl(r wr(.-)nchiI I9 ,1ItIra;r1!::11ItI I(., I'pit 1110 splH11(lor 1I1 III() IillilIg. A 2 to " (lir l nolor 11010 cul Ino the c011incl allows sl•)r8'lkler Inslalla- IiOI 1 r i x l Is propal-ly covered by II 10 cover pinto/skirl, flange 11vclll:al). I I toMoclel I` I/I tl= /::1 C;cn )r:orllccl Sus it lkler Is of Ily Ir) 1x) inrllrltlecl will 1:3C,"I" ralod Model CC,P Concealed ,;Ovral phIlo rx„onll.ilios. 1111) { r..;r1 ()(' 0111y ell ler curlcetxlod or recessed covor 111;1111/,:1111 :11;rxn111_)lygol1 11 lo Model l=l/l-t1=S/:1 Sprinldor or 1110 it Isl:llltltirna of 111,1 Mo(lel CCP Concealed Cup and (;1 wrn 1 IL 111) /�nox)li 11')1y on tiny olllor sprit ildor may i Opnir t (10,111 I: 11 11(1 Ili c 1 pI,0l.41c)Il(.)11 c:11 x.l will Volta till gut:11 artteos, Witt r:alIli(m., Ii,lilIgs, r:1ilcl znppl owills, I'COVOI• Pleb / -1111131109 nl)I/rOvrll Ortlnrllztllton9 1.1 It it lul WI hol ti I_r11)nl tool lux, Ina. IJlunia • I fl l(alll Ilrnss Plnled 111s11111111iO11 Wronch : •• Ghoul no I:f11`alit Pointed. Mt 1(11 d I It; I 11 h d(Ixr Wrni Ich Cl licn no Sri in l"Inlocl 1 131,11)1( PIn1od UI -I 1_1111ilig Calegory) • Wllile 1-'Olnt 1 Il ual Ixt 1111 d Al tll n I u dlu !;1)I II II(lan) • oil ler 1=Oal()ry Poll 110cl 1'Irdnl )Ort (Catlotod 1111 I lucluoSO ULI Gultle Ntiml)OI "tial lollowlnt) ctlslcxriclr sup!- lien VKKW I' p,III11 IypeB ctnl be Ittolory appllod. Orclorl11ll Infornlnlhil�' • Aciyllo l-acquer !; n)rlll Mlyll(.) I:ntunSrI I y Alkyd Print to 1, ;?I n inl(lor ml 11,1111: 1= I I'lla �a 1 Vi x )xy P, 60 lltlul' 1on11 I. 111.1111 1.111;11- 11 Cxvc)r Phil.) tuodol: 1, T I c)lyl.uollltlno Ivl IltoilI At Ili I r1lynRlOr n 1:1111x1 ':•"/n ''1.1° I Nolo:1'ubllorFill iyoil ter(•onlllIM, "mil li(lul 11x11 (it 111/1 l4r;ile viIid 1.11i opplovn111 too it winrrculU Alois. I limol l d dy 1.111.•) 111 will qjo l 11ul )u I t de11y: 1; , Model F't RES/3 Concealed pertderll liesiderltial Shri"Iders TOC1t111ct11 Doll it (I• i li •- • 1111\NI(I .•-..• • IYt1lRhllll�q - 'rn1111 N/l tltl llll Itll(ll Mna611um ,lint 1'nunn,l„ :ipllnlll"r .•••COW", x"116111'11111,10. �!• 1111'1' 1'/,; 1!11 IGli'1� IJ!i"I: Ix r'1 ,,,.:•gin°•,"' (I• i li P,•�111•I " : L- „I NOIIIIIUII 611111141Sp1h11J,1, 1 'IWOorMoletiplblklm0 '•UII 8pllnld0r Ulnunaxi ({11-111) situ "I(" Hp0oh111 'IoW1111 Mo(lol (IuJ P1lotor Installalloll Dala NI'I'A 1:1, 1:11, n11d 1:111 • Itnl4 x11.1 00111111• NOIIIIIUII 611111141Sp1h11J,1, MONlnann 'IWOorMoletiplblklm0 011lh:o 8pllnld0r Ulnunaxi ({11-111) situ "I(" Hp0oh111 'IoW1111 Mo(lol (IuJ P1lotor (pl,) (r1.) III 11.1{ 111 1.1.11 I:' 111. 111 111.11 1'I x III 7 1 111�•11 Ilc;l/! .yll :1.11 IIIc Ill II Gill N;. III III H falx;.\l Ill NPIV( 13, 1.11)111011:111- 1110(1 Mil 1,11,111111o(pole/l Bill ItNor DISCI nl{ 0 81111110 BPllnld0► I Iwo Or Mole Bptlr1lik" Plow ji'll"11111141 flow hs. I I'roeslno En. (91rn1) (11111) (tIl'(11) (Irnl) 1111; 72 111.11 '/•! Ip U.h 1;1 11,1 14 12,11 1 _._...... 1 1 111 II II!IIn11111I1111!1IIII..111 hill lllfl.l111111;1'' yI1l'111a:A al/II.r:111I1V 1, llwilI111 Ilax a11'1111IIIII aN1x1 wIalV.11 111.I1n:1111II Ii INlilla UllllaIIa111111/Illi. alit lila l 1111111with tial lil11VilIt O 111NI.111:1.ay MIMall IIt11Y11111:11(AY1x111 NI, I'll Itloilitmin11111101illP111110111111111 11111111lly11"Nil11.11amt1.11N1111.AIa:111111hillIlialla111,p1y1.11N.0 /11 y, .11111,Iaalll1.1111!IIIIn1NlllllallaNVI:111111yllulllaxAldllllH`padilAullaulllgnl6ll.AI �nh111M,uxxlllnUllAuluu.lrnlllnlAgllxAll 11N11pdhnllpldlnl,l_nuulnlnll)110,IhpllaNnlhbnl....._...._........... 1111 ........... 1111.....- j..l ...-111_1....--•... MOI Nllaclutelltly I' © 'A•)i1"'r'IrY l'ho nallnhlo Mllonndlr. Spllnldor Gcr., Uu:. iab Rel�� tlllxl)II'llllill!11 :inln11lnx I llrvhdlNllolunl1n111111n111gahlpllloil IN1w(Inln. (OI,1)(;I;It:11%11 I:xllnunlx(Illlunn I I i I'(1.11Ad.alnll.11h../ANI rlrnnnr.Nlnuw IAq r//xawuAAlheq NAld Lunl Inluuud nlhhuyn NI'I'A 1:1, 1:11, n11d 1:111 • Itnl4 x11.1 00111111• Mlnh11um1l0qublr11Bp16dd0rUlnrh0ltrr , 611111141Sp1h11J,1, 'IWOorMoletiplblklm0 I°low 1401111010 room I'll. I'mostimoE11. ({11-111) (Pal) (111-111) (Pal) II all n 'La lir 1111 III 11.1{ 111 1.1.11 I:' 111. 111 111.11 Cl NPIV( 13, 1.11)111011:111- 1110(1 Mil 1,11,111111o(pole/l Bill ItNor DISCI nl{ 0 81111110 BPllnld0► I Iwo Or Mole Bptlr1lik" Plow ji'll"11111141 flow hs. I I'roeslno En. (91rn1) (11111) (tIl'(11) (Irnl) 1111; 72 111.11 '/•! Ip U.h 1;1 11,1 14 12,11 1 _._...... 1 1 111 II II!IIn11111I1111!1IIII..111 hill lllfl.l111111;1'' yI1l'111a:A al/II.r:111I1V 1, llwilI111 Ilax a11'1111IIIII aN1x1 wIalV.11 111.I1n:1111II Ii INlilla UllllaIIa111111/Illi. alit lila l 1111111with tial lil11VilIt O 111NI.111:1.ay MIMall IIt11Y11111:11(AY1x111 NI, I'll Itloilitmin11111101illP111110111111111 11111111lly11"Nil11.11amt1.11N1111.AIa:111111hillIlialla111,p1y1.11N.0 /11 y, .11111,Iaalll1.1111!IIIIn1NlllllallaNVI:111111yllulllaxAldllllH`padilAullaulllgnl6ll.AI �nh111M,uxxlllnUllAuluu.lrnlllnlAgllxAll 11N11pdhnllpldlnl,l_nuulnlnll)110,IhpllaNnlhbnl....._...._........... 1111 ........... 1111.....- j..l ...-111_1....--•... MOI Nllaclutelltly I' © 'A•)i1"'r'IrY l'ho nallnhlo Mllonndlr. Spllnldor Gcr., Uu:. iab Rel�� tlllxl)II'llllill!11 :inln11lnx I llrvhdlNllolunl1n111111n111gahlpllloil IN1w(Inln. (OI,1)(;I;It:11%11 I:xllnunlx(Illlunn I I i I'(1.11Ad.alnll.11h../ANI rlrnnnr.Nlnuw IAq r//xawuAAlheq NAld Lunl Inluuud nlhhuyn It 00 Adtvh:�u =LMIAPININkm FW A New Age . in Fire =sprinkler. Froteckion T R - 5)77 SLOA,NE h I i I I r.' ExtinguishSure" Fire Sprinkler Piping System In wol liru splinklor systun,s, plaslics ,1lo (Illickly boconlinll recognized for Illoir many ildvaoiagus uvor such hadillun.l plpilgl Inalorials as black Iron, stout tlod copper. Lilco lilt plosllcs, Il & G Gloal10 1:xlinguishsulo1° piping) syslonls aro lightweight and Inhoronlly lesislaill to cune- Sion and scalo buildup. I lowovor, L' xlinguishStIm"° also ollcls many 011)(11' bonofiis such as oa sior inslallalion, a ligid systo11l and 1)01101- hydlaulil; capahililies. All of Illuso laclois make Fl R G Sloallo Lxlinguishsulu"" lilo splinklor piping supoli- or to traditional 111e411lic pipinc) ins1011aliolls. -Iho economics of Exlinguisbsul0"0 piping ollors a uniquo oppol lunily to oxpalld Iho use of lilo spl inklor syslunl s .e; a cost 1111ec livo moans of Tiro sopplossiun. Made with BFGoodrich Blazemaster"" Materials Plastic (;ony)uund:; us0d in 11 & G Sloane's liro sprinkler piping syslulns ago specially Ihornloplaslics, laluwn c1lonlically as po9lchlollnalud polyvlIIyl cblorldo (CI'v(:;). Sinro Moir Inlruduclion in 1960, pluducl;; nlotdod of thoso lusills havo had an out- slandillg sulvico hisloly in applicaliuns eucb as in(lushllll piping and lief and -cold wulur dislibillun syslolus, Now 11 & G, Sloane, worldng with 131:G1oodrich, line usod Iho) oxpodunco lu duvolup a piping 9yslmo whb n compom1d callod DInz01110SIor11'. 130111 EXIIIIgulshSur0(°1 1)11.10 and fillings aro nmdo of 131:Guochgch ulazonlaslel"m Illatel'ial. Developed Specifically for Fire Sprinklers 1-1 & C. Sloano inlroduce(I I;xIh141uisllSulo" filo splioldor piping syslonls slim .I long and caloful slully of filo slnioldnr untllnoor. ingloquiloilloills.I xlingul;;bSulu""can silts of loadily avatlablo pipo and lillinlf• specifically donignod to nlool lilo spllnldol sy slmn cudos. It R 1; "loam. 1:x1ingui!;I o'" Iho splint( ler pilo and lillillip; aln n0uellaclulod lu AS I M sland;uds including) 1:447. (pipe), I:4311 (Schodulo An fillings) and I'A319 (,;chodulo 1111 lillings). Fast, Easy, Low Cost Installation I I R G, ;"luaulu I xlinguisbS(Irll"1 lila n111inldol Milling syslulns ullol sigloilht.al labor savings to filo splinldel col 11mclolS.'Ibo s;lvings ale significant sinco Iho labor lu install piping is usually 50' ., or 111(no of Iho cost of :.I sysloln. By mduciilg lulal eosin, filo sprinldor syslonls lmcooln Inoill alluldallo. Superior Water Delivery I:1 R (". S'lu.um I--xlinguint)Sillo"" filo splinklur pipinll systems' solmlinr Irylha111h. cll.l1110- lolislics ullun pennil duslgn spociticallu11s ler walor dolivoly to bo Ian) wilt smaller dianlutor pipo and lillings Mail Ilmlillonal sy slums. 1=ul uxaelpin, In 111:u1y hlslall.l- Ilonfl, II Is p(.)sslhlo lu 11wot spoclllcallulls uslog :1/e Inch of I Ineb 1=.xlinguiRllSuren" pipo In placo of I Inch ul 11/1 Inch black Iron bile. '1110 novingq 111 11111111/11119 1110110 con bo suhs1a1111aI and losull In a leolo ocollonlcol and .lfordablo inslallalion. Lower Friction Loss 11 K G. Sluano 1 x11ngulsbsuro (SDI) 13.5) Ilan 1)000 spo(;hIly do sil)nod to provldo •luwor IIICIIoo loss for Iho splhldor plph,g sysloms. I lie piIM I1.ls .1 I'llIz011•WIIIIaII1S C :1=aclur (a 1110asulo of IoSISl<Inco 01 Illo sur. 1(aco lu walor Ilclw) of I G0. No olllor filo Irpllnklor 11latod.11 has a hlghor C 1=aclor. And Ileo higher I1111 C I:nclor, Ills lowor lite Irlcllon loss. I IYDIIAUI-IC I:I I'ICILN(;Y 01= I_xIing lisils111e"p SDI -1 13-5, COMPAIU:U I'l () o I I Il:f l MA11 a IIALS (3/4" 10 2" 11v011100) Exlhlguislisuro- SDH 13.5 monvolvamm '100^/ Stool Schodulo 40 (i7 Coppor Typo M Polybutylollo IPS surf 11 7U 'elnl"loul111mm,^Inn udlo (:;111 q 19 Ilm « lollon9hlp o1011191110 dlnnud0, to wnll 11114+111199. 'F11.111 -bore Joints , 1'110 solvoll conlonlod j0inls In Iho 1181 G 81o11no 1=xtl11g1ulsbsuro"" IDo rprinlder pip- ing syslools alo lull bole wilt 110111101rup• lion of walor flow. This lacl, along whl► lalg- 1' er 11,10,11,11(4-,imo for and luwor IIIcIloll loss, 111,11(0 II possghl0 to provi(lo ippropriale Walor (1011vory ,nolo ocollo11dcally Willi anmllor dialuolor plping syslonls. A Ricjid `.,yslenI 1=ive Simple Steps to .. Witi., 11el-Idability Leak --tree Joints" Lamer Internal Diarneters I:xli1Iy1Iis11S1110'w pillo Ilan Illinnnr W"Ilk and lal�tir Inlonull 011111111(m; 111;11) r.11ngolllivo 111,11mi:d: in popular Iilul sizos. Tin is Ilan 11) its supe'lior IJlc-'swm:;;1pa lihily and 111)i(loo solvoill-colo of assolnl!ly. *1110 Illinnnr wallod I xlinguisll iluo"" SIM 1:1.5 pilo shown in 11 i lollowilig (11:111 is 1:111111 al US IIsi in accoldanco Willi 111. Incl clilnlia. 1:xIititptint 011111""I'll'IN(�l;Yl;II M!; !;1111 (:1.111 j.)IAML:I1:1I'..; ANO Wl:llil I I!; 11:11 ...... _..... Nunlin:d !;i;,l 1 !.11. nwn:Nln 1.1 1. WIII !L I:.. _..:1/^_; -•-- I.1llrll 1111.1 .11:11 I" 1.3 IS 1 1,:1" 1.611114 1.400 d l 11 I1h." 1.!11111 I.I:11•l. '11'111 ;I" :1!111111 7,.'.1!111 1.11111/ No Complicated, Expensive Tools I I K U 1,110vu1 I':xlilltlui!;11'So101" pipo cols oasily will) a s;Iw of lulling cullol. A simple cl!:Inlloling loin lo11ovos I)11r1!^.: lld In11- I)alw; Illo pito 1111 joillintl. Holl, all Ilua's lo(plilod lol joilli 1.1 is Fitlintpli!:1611141 111hilor and Cool of applied will) a daolol. Unlike nlnlal I)ihu1, 1)o ehocilical power is loylilod :d IIID inslallalion lot oxh11msivo llipo•c1111ilig, loanling and Iluoadinll 1111111;. Nor aro 1111110 noy Iwl loo's or lor(l1100 noodod that am Ilolonlial willcns of injury. Ilocallso Ills it R G !;Inv111 I xlintplil;lll;Inn"„ syslrn11 in litlill, an :Ile;lllllli(::Illy ldoasill(l ahgn!11M1co and o sllaitll ll synlonl and 51111 11111 to achiovn, f owor II:Intllvs :an 111(lobed 111:111 will! Iloxil)lo Id:eaic cy!:loIon. 1=.xlinguislll;unr^ unliko 111111.!1 syslolns, (1wi nnnlltlll Ill!xil!ilily III to nhallntl :aoun(1 oll!Aaclos io nuloy inslalhilions, 11111s saving Ilut nooll In Iod1!l:i(pl on 11111 jol). 1'L:IIMIS :III1.L III:IJIIIt�I(i I)I:I'LI:CIIUN.`il )II I1..!iAt' 73-1:(0"0 VI'd Pip.. . _..'..._. _. ..'I anglh Oil Ib 'i (I) _ I - -� I! 111 T:_1 J II I!; A :11.:1 45. 1 JII !i !Ill li 12111 A 1 111 wl 1:':1'h 11 :11:11 o !I / 'el II :41N •bl I; !i / A 111.:1 I' : 1) / •1 :! 11 !. I / :1 ;"I!l :1!111 SII, I fn.a 110 :1', ru I:In ;v0 1.19 41111 '� 11 !. :' !1 !. lig 1 I •1 11: !, '!; II :1:1. ( A!..11 •111. O,A ;,A A h ugliler Weight Than Metal I Ito light Woiy'll of I I R (; .;111:1111 I=x1i11t1lisll!;1110"" pillintl n,linlool makos it on;iol 10 Ilandlo :Incl inslall..;I(1nl hill) weigh'. 111! In C. limo!: nolo Ilnl lool and colgol can Ink Iwic(tas loavy. Complete Corrosion and $wile Resistance , Il A (; l;loano Fxlingllisll""Illo'Iphslic:llip;- incl !:y!Ilonls will mol ctnn)(1n and :0o oxllmooly Iasi!;l:1111 In scala Inlildoll, Which Iolp.; oelinl;lin soholiol w:dnl dolivoly cal!a- 1lilily Ion, Iwonly, (!vo1) Illilly yo:os 114)111 inslallalion.'7yslonls mood mol Ito ovordw, !;i1Pnul Iti conganlsalll lot anlicil!alml 111111111 dolol iol alion. lust, Sill-1ple Joining System I;inq)lo.:oivonl coololdod jninls am used to assolohlo I I k (; l;homill I: xlinlplisll;;uti1"" Iliphq sysloae;. I IIis Inorn(lulo Ills Illovo1) I1111al)14) In ilmilloollnl nod inllonldol Idldnll nplollm lol ovol Illilly goal!;. Joints can i (1111(1(111 nod nn.Illy I)o 11111do oo 11 Indtlnr or !;c;1llol111)y ono I11n1) lowill) no npoclnl 14111111. (1.111111% till a 1111111 Ila' jolnl 111pong nljol l wail!: 111114)111 Inossulo loslintl. I1)slallols (Ian 1111 (111ickly Ilaiood to n!alto alllaclivo, soljt.l, Ioalt Iloo joinln. !;ince till 1111! jolt inslallalion it. !;i1oplilloll, kill !;lull) ol)nlatinns can ho! 1111111(1111 of olinlinalod. `.111111 inslallali11n instnuai41ng lot 1liulgor sohgnnl :Ind cow liow in:;lluclions. 1111! loots Ioli11tlod Ill installing l:xliotpli!;h!;1110'"' lila spllnitkor nyslonlr :u4) 1(!W. loadily ;IWO:Jlln :1 od inoxpeosivo 1:111 pilin will! 11 h:umis11w rand 11111111 b11x, n u1li:ranll:nl s;mv of n luhn cull11l dn!:itpusl 1111 pinsllr,. (:1,111111m 1-11111 111111 to nn1111v11 Bunn m Inlsmll 11111111 rum it, hiv411 and ,1 1,11,11 slitlhlly. I llnnilvn hlnklo noclall nullnrm 111 111111111 mill 11111/10/111 null11ca ul pipu In (11111114 'd I!Ilhgl 11111.11111 will) libend (11111 of I xlingni!;hl:unr 1111111111. I im!;11 Iwiwii noclu1111t 11111111111111111ulnldll 11111111(11 111 (11111111 In 111.11111 1)l 1111111111 11111.11111 wllll I: xlh11P1k16!;uu1" !:nlvnnl C11uuud. In.^.ill 11111111 111111. lillinil In ballon! 111 sockiil, (Ilviflu plpm :� iia anal b!1 11.111 :.I"l 1141141 i11in1 lidil 1,11111111 sale (:II ::ucanilr 1, Wipe .It ...1,11.11: 1.111 ua41l A Complete Line of Pipe and Fittings for Wet Sprinkler Systems Illo 1:1 R G Sloano Icxlittliuisl6olo"" liru sprinkler piping syslonl ircluLloS all 1110 parts needed for any installation: pipe in SDH 1.1.5 dimension^. 1110110 /4" to Tand a complolo range of fillings in Iho sanlo sizos, including loos, 416":old 00" oils, roducur bushings, s136111ilur bead adaplu(::, caps and olhor conligur;llions. All lillings kilo size-un=sizo, I11a1 is a I" Ion is I" x I" x 1". Reducor bushings elirlinalo Iho need for oxlonsivo invonlodos of special earls and roduclion conliguraliuns. Threaded connectors for All Standard Sprinkler 1 -leads A special Inas IIr►oadotl connoclol is ptu- vidod lu po11tlil Illo collilvdi11l) of ally l:plin- kler (read to Iho piping Sys10111. '1'11(3 cun- onclor is simply Snlvmll-c0ll)orl0d in plat;e and Illo sptillklm 1111,141 is scrownd oil. Atljuslaldn sptinldur h11ad adaplrn!; ata :11^,o availablo, I hos11 I" ur :1" adju!:Il)ldo adaplots olimin:do Il,o hood to local drops wl,ml Illo cailitlll is nui (lush with sprilrldur 0sculcl,oun plalos. Just sc:low Iho adaplor up to Il,(,. coiling, under proSsuro, allor coil - Ing inslallaliun. 10 Year Warranty 11 & G Sloan1) wmtanls i1S I_ xlinguiSllsilto", lila nplil)ldol syslont again!:I I:1ilur11 dun to utigin:d dolorls ill tu:lhninls and wullulMll, ship lul 10 ynms hull) Iho (1:111) of Ilio otigl nal inslallaliun. Illo wallauly and cul)di- liul)s Illmool :oil dolinod in n Wrtnrnly Gu1lilicalo ptosnnlod lu Ihn huilding uwnnl a1 Ilia limo Illo inslallalion is cumplolod. R & G Sloane... Your Best Source for Fire Sprinkler Piping .Systems FI & G Sloano►! consistency, duality, depondabilily rind sorvico Ilavo made 1110 company Illo loading Il,mnloplaslic piping syslorn immilllacluror In Ihn unlled Slnlos. I ligh-quality ploducls, with plpo and fillings Irony ono soutco, unsulo that Illo sys10111 will lit logolhot plollmly. I I (:nllo11l nvnfl:rllilily ir. nllnnrd hum 11 11. G SI.mmo's GaSI and WoSI GuaSl planlS • + 6(to ppod Willi hilllt-volu11ro, slalo•01-1119-ml oxhuding anti molding atluiptuonl. Local Blocks nro olfotod by solorlod Blocking dis- hil,ulurr,. 11 8 G Slumro Hold `-;adds I nyhleels, locnl od nadionwido, boll) rurluldols will, spocl- libation, design, inslallation Itairing (3011111 - cation and lolluw-up. Code Approvals I:xlinlluir.1 Sutom, lith sptifiklm piping Sys - teal Is unclolwtilotS 1_abur:.11olios NO I_islad fur Lfglll 1 lazaid (NITA 13), I losidonlial (NITA 13u and 1311) and lur use in IInlurn Air Plenums as delined In Ni:PA mA. An expandod ill_ I-isling Ilas rjiliml Illo nclxirrinr a►nlbienl 10111poralure Uom 1201' lu 1!1lY'I'. 11mviously applovod for concoahnenl bohind a wall or acoustical epiling parols, Gxlinguisl,suted, may now Igo usod in oxpusud a pplicallulls bolow siuuull,, Ilal, hutizunlal coilings aS Iorg ns i44'I!: hlsl:dlod will, qui(*-iosponso spllnklor I mads Ilial have dolloclols will, I" to U" of Ilm collhlg. L.Islod mt-oil nlhd spiloldols Ijmy also bo used II Illoy ilio illslallod In pccotdanco will, INA- listing. i' )IL &: L 51(3,:1110 7777 Skml1u DO I.,ittle IWO<, AR 72206 (501.),4.90-7777 J'1 i0 ire (1500) 423-2686 ' I i,11 f I'Oe (501.) 490-7:100 Va x CABLE: GSII FI f11NGG ! illPFR ' I?xlbgpdnhSuui"In n nrIllnlolaJ bndnnmlk o1 1160 elonnn LITHO IN U.S.A. 1I/03 , VSR-SF OTTER VANE TYPE WATERFLOW eP 1=otI SMALL RIPE SWITCH WITH RETARD Potter Electric Signal & Mfg. LTD Potter Electric Signal Company 1967 Leslie Street 2081 Craig Rd.,/P.O. Box 20480 D611 Mills, Ontario, Canada 1Y13B2M3 St. Louie, Mo. 63146 (416)441-1033 (314)070-4321 / (000)325-3936 UL I1. ULC: LISTED I 1'SI STK. NO. 1113000 U.S. PAT. NO. 3921969, CANADIAN PAT. NO. 10096110 OTHER PATENTS PENDING. The Model VSR-Sr= is a vru 10 typo wal0rllow switch for use sOil wol ize. The unit Maybaiso�I)o uIllasod astISe , El soolivUal wa1o111ow detector on largo systonls. The unit contains two single Dole double throw snap action switches and art adjustable pneumatic retard. The switches aro acivatod w11011 a'Iow of 10 gallons por minlito or more occurs dowl►t:tr0,1"1 of tho dovlco. I ho low c0ndl- 110r11111161 oxiol (01' it puri0d Of lill►o 111)(110"nly to overcome kite aalalrlod foloid padod, INSTALLATION: Those dovic:os Illay fru II omiled It1 a horizontal or vortical pipe. On Ila pil-)e they should y will be ao- be Installed on Tho lop side of the plpo whore Iho •oessible, The units should not be installed within 0 01 a valve, drain or filling which changes file direction of 1110 waterllow. The unit Inas a 1" NPT bushing for threading Into a non corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. Z-)ojVIC40 11I0198uro: k4lr Io 1.50 Mlnlnrarrn r=1ow nato for AlOrm; 10 GPM Maximum surge: 10 FPS Enclosure: Cast Aluih,11tu11t rod onarrtal 11111611. Cover hold In place with torn((per reslslant sorewe. contact 11011"138: 10 fn npelg7 1251250 Vr%1Ct C) 2 Amp. @ 0-30V. DC condull Entrances: `Two openings for 1/2" condull. Usngo: 1.191 id slzel9.- 1op1per a j Schodule 40 Iron Pipe. 1:118Nolo: 0 paddles are lurr11611od wills esat unit, one for oracle plpq size of throodod or sweat TEE, one for CI'VC, and ono for polybutylono. Envlro11nrolatal Urn l�allon0: 40" F/120" F 4.5° 0/49" C Cnutlon: explosive eiivlronnien stud for appllcalions In Solvlco use: NFPA-13 Aulomallc Srtrinkl r NFPA-13D . 011e or l wo 11111y Uwellllrll 1311 I1e61denlinl Occupartoy up to 4 SNFPA- 1o11es NFPA- Central Station NFPA-72A Local I NFPA-720 Auxillalyi NFPA-720 Ilorltole Station NFPA-72D Proprielary I; Optional: Cover Tar�lper Swltcll , order Sit(. No. 0090010 lot for Ouldoor Use: Order Stic. No. 1940036 Strew 1110 d0vice eine file "TEE" lilting as shown In FIg. 2. Care must be taken to proporly orient the device for the diroctiolI of waterllow. The varto must not,rub the inside of. ilia "TEE" orbind fit any way. The stern shouldmove freely when operated byhalpe The device can also be used In cope er or plastio Inatallntions with Ilse proper adapters so that file specllled 11TH:W114111lij Inny �0 1110111110a All 1.119 pipe rull. TESTING: Check the operallorl of the unit by opening file "h►spociloll,rost Valve" at the end of the sprinklerllne or the drain and teal collo oclion, II an Illapectors Test Valve is not provided. I , II Illere are no provisions for testing Ilse operation 01 the flow detection devloe on the system, application of the VSra-SF is not recommended or advisable Those padlos CAUTION: 'i'hero aro 8 paddles furnished will' Oa Tltemiropo paddle I.diIlllSl be segs ed he screw that holds thelpaddle size and type of "TEE" that they are to be used P must be securely lightened. IIEV U DULLETIN 002 PAG a 1 OF 2 PnINTEU IN USA I, I ' VSR--SF ., . OPOTTER VANE I•YPE WATERFLOW I-0111 SMALL rlrE SWITCH WITH RETARD FIG. •I UONVI "1.19AVI'COV1;11 FIG. 2 11) -• Fll DrKI AO 01InWN 08LVW. OAIM MUOr D6 orr 1.0116xim, : 0P,(rW'1116 Ur.,vlcr INl( Ill6 IBI: IIPI'A110 AUJUO IMI. - 1'1;11101)01 -1 IMI; �i� `IAKV."IVI'IIVI'ri11LY UIIII�NIAIG'11(P1)6VIC6F011'1115U1115UIloNor•111t3WAtEf1- CIIANGG I'IMP. 1U11N KNOII �„ j� I"1OW. (61111611 UI11E(:TK)N) 1:011 I - - uF9tI1G11'IIMG UCLAY. LINE 1116 MINIMUM AMOIlmV Or �II 1• nrinnu NI'CF00AIIY 10 \ P`' ..rJj - - APPLOX I'116VhN I" 1: n1.OL ALAr1Mr1. _LO 111 )UAI 1 Y ) '1 .tf3•• AIWOLIAl li 1:01111119- CAV• lo(IY OGrAI'-11'. l /�.•/ -- MOXINI fit -I .. /:•� At 1110W VN 11 1 �ft� p0IglNl9 !1 IN 7( 7•• (� , _ 0111FV 104 01: 1, _ WAII:l 0W onn'alxntoa �:._: lvnntrin.oly (8-. %� UEh•1"11 I . •n VNI'1 I I i FII IINl1 AL1. 01719 n (1 -�_ ---- -.I " DIIIIE0110NOI� UW(i, r 64(Kr7:11.91 WAII;11FLOW � `�. I Kit 1)I: 1116 1:A11IIl)rJ 1 (�ll� '11;1; MAY 111: 1 pw0, r OAIX1790.99 1116119 Al ll9 O I'AU1)1,1;It Flll l• 1` % IIIIIhnUIiO VII N10111.0 Willi 1-AC11(INII'. UNI: �> i OWI;AI IVI'r, 170116Aln1017.1,or• .1111 ll-AI)PO, �... IM1111UA"1. 0W19A 1'otl l'l.nOIII; '11;1;' All UW(1.r OA1Mnu12:N, 11 t: Uhl'111 lV'11161N01o6IIOI IUM UI''t116'166. 011UlrLU IIAVG FOLLOWIN u60C111060 IN 1:11). 9. 1111: 1)1MI;NOIUNn: rnur6n PA001•6 MUM' nl; 110611. 111E PA001_li M110r 111;-CAUJIUtt APPIIOX. DEP'l1) r1EUUI1IEMEN7 1'11011611,V AITAC111.0 WIT '10 vmvrNr IJiAKA019 nl'1'LV 'I F.19 ON IAI'6 __ _�____._._- UIIAWINO 11Vo 1110.) ANU '1111; OFALANI to MAI.G'llltll;Anrl (INLV. "OH"' 1101; -1QR" OILn 111116AUPO =0-/4't CPVQ OVIIGW 11141' IIOLUp-'1111: ANY01116it1Vf`IiUrLl0111tOAIJrOIIOFAIANI. - ;21110' 2114- or. M1JI1 I' Ill; OFC11111;I,V P % (• % 1- fUA 11V1116NGU, APPIIOX. 111:1 Allll OY 1 IIIN10 (Irl 060.1 I I/A' X 1 1/A• X V •2 7110• WA G 1) r' 2' X I I/2• % 1' 1 2 11)10• p 10-26 10-40 96.116 60.70 •1100 I, AN TION FIG. 3 SWI'rCll 'rL•IIMINAL CONNECTIONS AN UNININSULA'fEU1SEC'1'ION Or A SINGLE CONUUU'1-OR I8 CLAMPING PLATE 'I'll NOT' PIcRMI'I-I-ED'T10 BE LOOPED AROUND THE TERMINAL ANSL"IIVE ASTWO SEPARA'I'I-t 00 1; THE WIRE 11LGUMIN0MUST BE SEVERED'[ -0 SERVE: AS TWO SEPARATE CON - NEC'I"IONS, 'TIIERPDY PROVIDING SUPERVISION Or TFIE �.(-� CONNECTION IN 7 -I -IE EVENT-I-I•IAT THE WIRE BECOMES O� c Go1N DISLODGED rROM UNDER 'I-ERMINAL. MO. 116400110-31 I FIG. 4TYPICAL ELEClTIICAL CONNECTIONS ;IYLI: Il / CLASS til LOCAL DI Ll. (FIJI) 01" IJ11F. IIFSIS,IUII) 1RANSF'0IIMlCll OR (•KI. (SF.I: 11mc) ;- DAI IERY POWI 101) _._.. y4--• I END (11' . (1Pr.11 0IYXII.AlIM (`Lr)jJF: OIl i IJI•If UI`LN ON AJ.Ak I:LD51; ON AI.Alim �� INSIRIgR J At AItM No 15t Fun euranvleau oln. outs n eGE •aW11011 16nMINAL S, DnAWI"Q sK:rtnl.nu; DF_w1;L F.l n>F.11v1seu 1,061'unu11UN7NUIG AND (SLE IIUIE) 10 Ails IYPICAI. SWIrCII A(:IIOh, I omm 0".11 Oil OL09F 01-i UEVKA C011111U1. MAIM Oil Oil NEIUNN OPEN ON `�%i� cwL r. oN PAtJF.L _ IIII to C0111,lOL UY40.611,400101.16 ALAIIM r • ALAIIM NOT[: 1110 Model VSI�-Sl:: Ilan Iwo aw11C11os, one cats be used to oporale a central dation, proprietary or remote - signaiing unit, wllilo lho 01110; contact i0 ug signaling to oporate a local audible Or visual ar►nuncialor. 1 TESTING nco '1110 Flo(1 onlo NPPA 81) for fiJnln,,Jill llSio -Sr- a' tyll avlr p I Jlotlon. but un(lorinolollliou netanotll ncon long lal)ould bo Inn bl-won0(ly. wlUl appll anINTED IN USA BULLETIN 002 PAGE 2 Or 2 BELLS p POST i PBA—AC & PBD—DC ■ an Potter Electric Slgnal Company Pller Electric Signal 8( Mfg. LTU 1 G7 Logllo Slreol 200'1 Cralg Ild.,/P.O. ,lox 20400 Uon Mills, Ontario, Canada M3B2M3 St. Louis, MO 63146 (416) 44.1-1033 (3'14)070-4321 / (000) 325-3936 UL LISPED, PM /APPROVED Slzos Avollablo: 611, 0", aiid 1U" Volingos Available: 24VAC 'I 20VAG I' 12VDC ('10.2 to 16.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: PI[o Alarm eneral Signaling Btol•glar Alarm EnvlronJnenl: In}loor or Outdoor Use (See Note 1) 4" to 1601= (oulcloor use require w alherprool backbox) Tor111111allot 1: 4 1�p. •10 AWG slrrutded woes 1=111181): Rod powlllor coaling !loll Guard: Urtivei'sol bell gur:lrrl brocl(ol Included on 0" & 10' hells Ior use will, cel►ler mount guards. 0pII01101; Model PBI< -'I wealorproo( backbox These Vibrating typo bell:; oro ilusir�ru�(I lur ns:n as IlrO, burglar, or ger,ol-al slyr,aling devices. They have low power consunlpliur, ru Irl "'0'clrtc:iL,r11 r..11i1tds. 011(! 1 u til mounts on a standard 4" square el0cUlca1 bax 101- indoor use, or on fa model 13131(-'I woalhurl,rolil I.Y1(;I(hox for milik ur r111111k;fIllons. AIA. IXC 131-:1-1-S)Al--II-'-I-101_AFI1J._I.-D ANIS I�IAVE L3 -IN TFIANSII_N'I`-'1l0I'LCPION: 11 WNW, .................... _..........10 12vuc I'M u121u n ..lune: :!' run24o 11... 2•IVOG, lu 24VI,1' ('1.11,24111 (i 24VAC ----PLIA240------- - 11 ---- -----'24VAC 1113A240 --- 10 24VAC — 'I -113A2410 - (1 120V/1C –.— VIJA 121x) -- i2oVAC I 00 12011 1❑ IJOVAC 1-nAI2010 Wo1.11hurpruul buclA,ux 111udol IJUK-I Slk. Wu. 'I!i(llJl)(►"I. Nolus: I , •I. Minlnuarn dll ra(1r1�c aru (:uluul11lod I101u in10(pulod su„nd Immulilo 111onullror„t11,ls nudo nl Un(lerw,llors Laborulorl0s 00 specilied in UI_ Slandurrl 4134. UL tompa'olllru 1`1111110 Is -30" to 160"1=. 2..I•ypleul dl) rr11tr,11s ure rulcul1.11ud (•0111 1 1ona111e111orNs 111"de will, (1 ouirvonllunsl soglnd level looter end are btdloallve of output Irwpls Ill I:ut ucluul b'1sIR111;,1iolt. __ _ PRINT910 IN USA MKT, 000mo l- nEV I MPG. N0400770 ! ! 1 PAGE 1 OF 2 f. c (e)POTTER 0 DIMENSIONS I --IG. '1 _ -- uEl_Ls--------- -.... 2 11/I6" 11W(1. NIII.•-1 [SELLS PDA -AC & PBD -Dc'' I FIG. 2 1 WEA-I'I-IEI-tPnOOP 6ACKBOX I:IOX I-IAJ ONE TI111CAUCU I/2" CONUUI'1' ENTnANCE it I_.._ ^ 1 /�•-� I P l. UWu. N1'76-7. wInING (HEA11 VIEW) 1 -IG. 3 ;`• 013Sl=lIVL= 1:101-A1AITY ON I .C. DELI -S IZL'"U (OUT) 121:0 (IN) TO NOXI' DE1.1- frl CUN'I'I:C)I_ I'ANII. - OR CNt)�-OI"-LINE 1-17U OT 111SISTOR plI I CEDING U(:l_I_ II ' 131-ACK(1111)c) II t)LACK (OUT) `I I� ....... 1/776-3 1 t :At.t I IUN: • MIEN 1'.LIiCINICAI. 5111`I:11VIfiµlF1 I°: IICUIIIIII.1.1 IIGr: 114 AND ()1.11, I.rADWAi 511UWN. I� NOI ESI 1.(111^Ii.NVIi I't)IAI111\' '141 IIINO 'l. 100 EN WIIIICS 1'11!;111W . -LINE. 1 ) . I11ACK WMNECAI(-)• A. MIEN USINI: A.G.111:1.1,5. 11: "NAIE I:Al:ll I:xIItA W1111. !:I'.1'Al1Al1:1'i MUMI.A::1 Ilr.l.l... END- li -LINE. ItIiSISIDIt IS Nt)I .1 ItEOURIEU UN A.C. DELLS. 111 ' INST'ALLA'TION Il -1. Tho boll S1100d bo 1110milod a I))illllllcn►t of U 11. 'loll'tllo 11001. yr Eta close lla the ceiling es possible. 2. 1I0n1ov0 1110 yong. I 3. ConnOcl wiring (see f=ig. 3). Ili must be mounted q. Mount bell rn0chanisni Io bacicbox (Doll niochaniewill) the slrllcer hobiting dowrl). b. Reinstall the gong (be sure that the gong poslllolling Min, In 1110 Inechalnlsn5 houehlg, Is In Ileo hole hi the gong). G. 'fest all bolls for proper oporallurl rind observe 111at 111oy oris b0 heard whgre required (bells rnuel lie heard In all areas as designated by lho authority having jurisdiction. NOTE: On all & 10" models - 11 con se mount bell guard islet od,wilI ouew leio*gded bracket (included) beneath gong relalllling screw. Bell guauat rd may the PAOIq A OP A MKT, eauaeuul" 11mv f MPG. 00400170 jl. i I 200 1b. wwrl:o bronze check Holi7cllltzll swillit Rogril-lding '1Y1711 Bel-lew;IhIcl Dit-c 200 PSI Non-ShOiCk Cckld Wattir 1(1'-401-W NPT 11ci N111" MA-HmIAL LIFT — ---------- . ..... KT -403-W rA11T SPECIFICA11101f . ... .... ...... I, rkillillit Mimi" At,1M n-1117. Homhol nfilly Ihuunt A!_ IM n-ov A lbomv A! ' Z11-1 LI.1-141 Alliq 11:31-11.11.1 Ill Met Wt. ollutillity oil hililly . . ........... . . ..... V. 11 1:14 Alloy 0:13111111 4 01W. 111111)111 Ilnnlrq1611 O.6p 11. .. . ...... ... lianilt'.( Aj;11.1 1601 Alloy Yi X111„ 11,mi1r AS I M n 67. 7. S01 01!a; lWhilro Ill t* 1'. 3"), ............... UOM Llim: 11111 Amro.! A!,IM (t. 10. of 1191 Alloy COT.111At 11. . . ............ 11111(m Vill 1111.11 Mollie M11A 11-JAU Moy 1::12 MMI (MA V�11) 7 -VIA 1(). lzk"ll Disc Ww1v A51M Fl 174 Alloy C6551(k) — ---------- . ..... KT -403-W NIBCO ING., ELKHAn-r. INDIANA WO(II 11.':; QUAN I ITICS Muller Homhol Uunrnslml6e3lifill A tl Met Wt. ollutillity oil hililly . . ........... . . ..... V. 10, . A ... ........ Yi X111„ VA V. III fit) 1.5 S41 2 "A .W 7..1 6 7 -VIA 1.1'1 2 . ... ... . 111 ...... 2 5v. 4.9 '211s 0 GIAA 12.0 GV4 4 sloill v"Ifilloll 11flen —;Ill 1111. svilill 11.1w of In any blillfillimAllin I NIBCO ING., ELKHAn-r. INDIANA Tolco Products, Best by Dcsigil II 4 A' r., r . J/ � .°�a!''�IIII�/;'•<<'li d''411 ;p i';'i�IIII d4�,�►II,� �' � 1Pli ... � b r 1 ,f V .... .....�. _.. �_-..,.r•,••r.r..I•rrrr.....r • •rl' v ..r...ti i� .tiv .-..^rw.f�TT+SMA Fig. 22 IIANGERS-SINGIJ"s I A$'t'1?NI"stt s'1'ItAI''t'YI'1? (l:nu 1w u,+c,l in 4AIh 1. t,unlli„o) These new '1'ulCu I1;►ngcr Rc:;l.raincrs prime liuI0ioII in pipe support., Ilul. they incorporai.e feaLko-cs which prolecl (:I'V(: (ripe and case instal -(, from 411:11-1) .&i') r�k�i ai�;��;. 111i.ion, The exclll;;ivc Marl (I edge design* invrlcr.l:; piping ti.t,1 c(Igcn noel rnui(h, abrasive sm-facen. A special Ilex Ileal, sclf-ihrcadirlg screw (filrni:lhcd) is cagily in:lialled a rechargeable drill with ;locket s,(.I.1climent. No predrilling of :.1 using pilot Mule is re(luired in wood (as shown). I;ig. 2,1 11ANG11,11t '1'olco Ilanger•Restrair,ers are fabricated D40161014!lnnlencr nlrnlr lyptl- froltl t:itrbo.l :heel with a i(:Ilvillli'/,e(I fillish. elitla�noirul• 'I'huy uilh(:r nu:ui or uxc:ecd Lhc N.F.P.A. No. 13, tall and 131) Ieqoiicrlu:rlt81 an<I trig. 23 ttANGEM 1, Collie ill it Si%e range '%" (ill -it 2". Ilnulrl�+ 111"Icncr n(I•r,p I,YVc• Bach 111111gur colo foncrlion 1111 it runlraminit device to. prevent upward nl(rvenlenl of 1.11e `r fire sprioldc.lr head during activation. I ��' � 'i l Llulud wltU Urulurwrllur 4nburnlorlon Td Lc 1 Inur for coo with Ilro oprl11klor.plploi", INCo11P0"A,rco Vol. Itloru IIIf1V1'nloilorl illid Iho 111111141 of yoIll' Imal'tlnl. Tolco Dil,l.l'il►Illor, p1millo collim'.1.; (7 14) 7:37-5599 (4 15) 71) 1-2(i:12 Ftix Nu. (7 1.,1) 737-03301 and vu,ur 796E -1-18i Ilnrri;on street, Coronu, CA 917 1 ,'nlonln porldlnu III:V. 1, riM 11/II I r C B -IL NPT UDC#CTANKS Inc. SF GALVANIZED PRESSURE TANKS 75 PSI WORKING PRESSURE FIG 1 �I NPT PLUG IL NPT A L•1L NPT •1? NPT ON 0120V FIG 2 I I 6`12610 I 8 I 3 �-- 24 - 12 NPT 0120 V W I NPT PLUG 2 NPT PLUG FIG i I IL NPT r4 14 NPT gI C 2 NPT I / 32 33 4 2� -� 2 12 _ 6 I NPT E -- -�_ 2 f D I A Q220VW Q315VW 048OV30W 120 VW 154# NOMI NAL •' 41 G# DIME=NSIONS -- INCHES NPT MODEL WEIGHT FIG. A 13 C D E F 42V 7111 1 16 48 51 12 26 - 82V 11411 1 20 60 G3 12 33 - 120V 1540 1 24 60 64 12 33 120 VW 154# 220VW 303# 41 G# �----315VW .480VSQW G40# --- SEE FIGURE 2 ----------- 3 30 66 78 6 24 2 3 3G 6G 791, 7 30t, 2 3 42 72 87 71 36 3 QUICK. Galvanized Tanks- 75 nsi Workina Pressure Model Capacity Gallons Drawdown/Gallons 20-40 30-50 i QUICK. Galvanized Tanks- 75 nsi Workina Pressure Model Capacity Gallons Drawdown/Gallons 20-40 30-50 Dimension Dia.x Ht. Wt. Lbs. 2 Tall 42 6.5 4.3 16 x 48 72 2 Short 42 6.5 4.3 20 x 32 74 82 82 12.7 8.4 20 x 60 , 114 120 West 120 18.6 12.2 24 x 60 161 220 West 220 34.1. 22.4 30 x 78 303 315 West 315 48.8 32.1 36 x 80 416 80 VSQ 480 74.4 49 42 x 87 640 5 m o 525 81.4 53.6 36 x 128 685 900 Combo 900 139.5 91.8 42 x 159 1040 Note: 525 and 900 gallon Models have both horizontal and vertical mounting. All others are vertical only. T4ynRQUI-C&.--...RESJIMXTIAL,-F.TRF..SPIZ-T-NKI,F-R....HYDRAULICS` 2_1_.- SUBMITTAL _.. Page_ CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRZS_c__. -P.O. BOX 3176, CHICO, CA 95927 Date: 03-13-1998 . File: LONG! JOB-,,-. bang RPG; dpnce,_.1_...bc-acJ f -L -awing. STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 30 GPM SPRTNKT,RR._,MAkffJE.. R_e1_iabl_e_. MQDEL-....-_ R1/RFS/3 MIN SPR FLOW 17.0 GPM MIN SPR PRES 19.0 Psi NODE_ E9LEVATION K_ P- Ste- D I9QiARQ E NO. FEET FACTOR Psi GPM - --- --- r. 9-- G- --- - T� 90 -- IS-. 9.. I -G-. 9-*" 3_; 0- 2,0 3 9-. a 2 1 4* 9.0 2- 9 5 9.0. 2 Z.'. 6 6 9.0 24.1 7 9_0_ 2,q,. 9 8 9.0 271.3 2,7_6 10 1.0 SOURCE 31-.5 SPR INKJ rgRS- - FLOW-ING-.. AREA PER SPRINKLER 256 Sq.Ft. TQT_AjL._.np..qTC.N..AREA REQUIRED DENSITY 07 Gpm/Sq.Ft. ()M I_iTFn...np.NqTTy__ -.02. Gpm/_&q_,_F�t TOTAL SPRINKLER FLOW 16.9 GPM TOLTAI,_.nnME.qTTr.. ET.C)w . . 1 0-0-.. GPM TOTAL WATER REQUIRED 16.9 GPM TOTAL - - SPR -INKIER PRESS- 31- 5- P WATER METER LOSS 0.0 Psi @ SOURCE Vkl,.V-E-- FIXED -LOSS.- SOU�CE Ccp SUPPLY PRESS AVAILABLE 46.5 Psi by DEMAND PRES-S...REQU-IRED 31.5... Psi Hydronics Engineering PRESSURE CUSHION 15.0 Psi 34119 Fremont Bl, Suite 609 Fremont.,. Ca._,. 94555 (415) 487 -9160 MAXIMUM_ VELOCITY.. . 8....9.. F/S_ 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS - ^.P.O. BOX 3176, CHICO, CA 95927 Date: 03-13-1998 File: LONG1 1 jQS_.-.. T,nn.-RP--i rlPnop _ _.1_..hPaci fl nwirig PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE DIO._. Gam.. ELTTILIG TYPE_..... ELG__.. ER_n.. Lf1SS_... Psi END DIAMETER TOTAL (PSi/Ft) ------------------------------------------------------------------------------ I.. q= 16-:1. K=.. 3-.'9-0-" * ' L-__ 37._ 9.... p -t... rs .. T...P�... 1781,. 9 1 Q= 16.9 F=LR F= 8...0. C= 15.0.. Pe. Q.. 0 . Pv -0.5 Ve-1= & : 9- Dom- 4.884-.. -T-I,- 11.0-. 0.14-5-9-.. P -f 1, 6.. Pte-- IQ,,. 3 2 Pt 20.5 ; ------------------------------------------------------------------------- q= U : 6- K=... u-: UII-.. L= r: 0_ .. Pi✓ ... Z(T S pir 2 6� 5 Q= 16.9 F=B F= 3.0 C= 150 Pe 0.0 Pv -0.5 Ve1.= &-: 9--D1- 9-: &84 ---TL-... 4-.G-.. 0: 14-58-.. P -f - 9-: 6- Pn. 2.p,_ 0 3 Pt 21.1 ----=-------------------------------------------------------------------- 3- q- �. �_ �_ �...� .. �_. 14.. 5 _. PE... 2-I 3 - Q= 16.9 F=3R F= 3.0 C= 150 Pe 0.0 Pv -0.2 Ve-1= 5-: 6... D=..1..1.41 TL_---- 17-: 5-... 0-: 04 &3 ..... L2€_.... 0-, 8_ Fn- 2.Q . 9 4 Pt 21.9 1 ------------------------------------------------------------------------- 4_ q= Q-. 0- K= U-: UU_... L'= rte: G PE.. 21". 9 . PE.. 21, 9 4 Q= 16.9 F=B F= 5.0 C= 150 Pe 0.0 Pv -0.2 Ve-1- 5 : 6-. D=.1 . 10-9. TL.- . 15: Q 9-: 0443... P€.. 0- T.- Rn.. 2 7 5 Pt 22.6 1 ------------------------------------------------------------------------- 5.. q= �... Q... �_. Q..Q� 1111 L._ 14-: c pt- . ZZ : 6-_ Pr. 221; 6 5 Q= 16.9 F=2R2L F= 16.0 C=.150 Pe 0.0 Pv -0.2 Ve-1-- 5-: 6- D=- 1-: 199 TL=- 3.9-:.Q--.. 0--: 944-3-. P-€.- I.: 4_ P4i-... 2�. 4 6 Pt 24.1 ------------------------------------------------------------------------- 6-... q= Q -.Q....... 0 .Q�...L_. 3Z:.s... pt 2..r........2-4�.1 6 Q= 16.9 F=4R3L F= 25.0 C= 150 Pe 0.0 Pv -0.2 Vel 5- : 6- D=-- I... 19-9..11 T -L _ 5-7-.6-5_ 4. 04-8-3 :. Pte.:. 2..; 8- P4i_ 2�. 9 7 Pt 26.9 ------------------------------------------------------------------------- T q = 9- 0- Fc= CF: 0G-- L= 19-, T, FT' 2-6--. 9 ` F1E Z'& 9 7 Q= 16.9 F=3RL F= 11.0 C= 150 Pe 0.0 Pv -0.1 Ve-1 3, 5 D= 1-. 440... TD=-- 29L, 9-- 0.015-5--- P-€ 0-: 5- P -n. 2 E . 8 8 Pt 27.3 1 ------------------------------------------------------------------------- S_.. q= 0_...9.. K=... 0-:..0U... L= 5:.0_.. IT" 2T-.3_..17 2-7.,.3 8 Q= 16.9 F=L F= 8.0 C= 150 Pe 0.0,Pv -0.1 Ve-1-= 3-.5-- B=- I.. 440 - .T -L- . 16--: 0- 0.01.5-5-.. g€- G., .2. Pte. 2.7... 3 9 Pt 27.6 ------------------------------------------------------------------------- 1 q= 0-: G- K=" G-: OV-.. L= S: 0-. FIE- Z..T. 6-. Ft.. 2-7,.. 6 9 Q= 16.9 F=3RLSG F= 23.0 C= 150 Pe 3.5 Pv -0.1 Ve-1= 3-. 5 Dom-- 1.4$9 ---TL- 34-: 9-- 0.0155--.- P-€ 0-. 5- Pq- 2-Z..5 10 Pt 31.5 ------------------------------------------------------------------------- NTeter = T. 0-"' Varve G ------------------------------------------------------------------------- I Q Q`.. 1-6-.'9F' < < < S'oulz=. > > > Pt 317: s EL=QhUCS-..:.. EIRE ....qPRTNKT,F.R ,.HYI)RAIII,TC.,GIAPH static 40 + X Req�d 3Q t * Sp -r-- Sys 2.Q + * Elev. L,Qs s - - - 1.T + 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) SQH T,nncj..RPcidPnrPr 1_.hsad_.f1owing X - Water Supply Curve * - Water Demand Curve S.tatic. 5.0....0. Psi Avail Press 46.5. Psi @ 16...9...Gpm RPZi dual .... 4A.....0... P.si_... Req_! d... Press:....... 3.1_ S.. P&L ... @..... .16.....9.. Gpm.. . Press_ _Cus.lZ. n._... 1�_�...psi_ HYDRONICS,._.RE.STnF..NTTAT. ,F.MF SPRINKLER HynRATTLTC"S _�.�,...- STTRMTTTAL_-. Pace. 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS. P.O. BOX 3176, CHICO, CA 95927 Date: 03-13-1998 File: LONG2 JQB-_.:-. T,nncj .RPGir1PncPr.._2__beads -flawing. STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm $IDRTNKT.F-R MANTTF_ :,.- Rel i ahl a „ MQD L -. 3 MIN SPR FLOW 13.0 Gpm MIN SPR PRES 11.1 Psi NODE-- E-bE-�I94-.. K-_ PRESzSURE-... DI-SQHAR,,QE NO. FEET FACTOR Psi Gpm I 9=: T . T. T� T 13.9 3 9:0 14.1 4 9.0 1 5 9.0 1'jti8 6 9.0 21.3 .7 - g.; 0.. - 2.�. 0 8 9.0 291.0 2� . 6 10 1.0 SOURCE 34A S-PP,INK1) 9R5--- FLOW-ING--- 2 AREA PER SPRINKLER 256 Sq.Ft. TQTAL_nF.S TCN . ABF A-.. �.... 5-12_.... Sq -.,Ft . REQUIRED DENSITY .05 Gpm/Sq.Ft. (SLMPTTTF.n nF.NSTTY TOTAL SPRINKLER FLOW 27.2 Gpm TQTAT. nnMR9TTr FT,nw ... �.. d_�.... Gpm TOTAL WATER REQUIRED 27.2 Gpm TOTAL-- S-PRI-NYJ,- ER- 5 34--3-. Ps -i WATER METER LOSS 0.0 Psi @ SOURCE 11AL11E_ _FIXED _.L0.SS __. _ . 0._0.-.. Rair_@L-. S0L1p SUPPLY PRESS AVAILABLE 41.7 Psi by DEMAND PRESS. REQUIRED 3-4.3.. Psi Hy..droniC.s... Engineering PRESSURE CUSHION 7.4 Psi 34119 Fremont B1, Suite 609 Fremont,— Ca..,- 945.55 (415) 487-9160 MAXIMUM... VELOCITY.... :. 1.4...2.. F/ S.. !a. VA w.-Tol ooluemmra Dom solow m a oil noon @.-I Dwomm I p Im m pemm: Vag] -till fftro"0�00910VF CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 AnDRESS., P.O. BOX 3176, CHICO, CA 95927 Date: 03-13-1998 File: LONG2 l TOR ..`...T.nnC[_RPRI clen `P _ -. 2-.htm;;CjR ,f 1 nwing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE G.pm._... E.T TT T Nc-,..T.YPE_..... F -T -G--.... ER -r. LOSS_.. P s i END DIAMETER TOTAL (Psi/Ft) --------=--------------------------------------------------------------------- I q= r3-. 3 K=_ 37: 9-0- . L= 3: U ._ Pt-.. 1I- 6 -_.Pt- 1-1- 6 1 Q= 13.3 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.3 Ve _ 6-: 9-- -Da- 8 R4 Pf--. 1- ..0- Pte-. 3 2 Pt 12.7 7 ------------------------------------------------------------------ 2 q= r3.:.9Y.K=-... 3: TU` . L7;i I-. O`... P� 12 .-T--pE---.... I72,,7 2 Q= 27.1 F=B F= 3.0 C= 150 Pe 0.0 Pv -1.3 V e_1--.- 4,0_ Q., 3 4 7 6 P€ .. 1: 4---Pn--- 1 3 3 Pt 14.1 -------------------------------------------------------------------------- 3....., q - 0- Q _. Q_ ..0 _... L= r4'.. �.... P� _.. r�F .. r P1✓ I . 1 3 - Q= 27.1 -F=3R F= 3.0 C= 150 Pe 0.0 Pv -0.5 Ve-1= 9. 0-D-_1. 10-9...TL-- .. 1.7..5-.. 0,1-15.2_ P-€-.. 2., 0_ Rn_ 1.:�. 5 4 Pt 16.1 ------------------------------------------------------------------------- 4_. q= Q : �.. .. �.. UU ... L= r0-: O-... P -t..... .I�_r -. _... 161. 1 4 Q= 27.1 F=B F= 5.0 C= 150 Pe 0.0 Pv -0.5 Ve-1- 9...: Q-- D=-1 1.0-9-... TL= 1.5..,4--... 4:11-52- P-€.... 1., T. Fes... 1�. 5 5 Pt 17.8 ---------- 5 . -------------------------------------------------------------- q= G -..0-.K-=... 0--.'90 ....... 1.4-_0-._ .. P"F .. 1778-P1r-.... 1'7-,,8 5 Q= 27.1 F=2R2L F= 16.0 C= 150 Pe 0.0 Pv -0.5 Ve-l= . 9...: 9- D` 1 19 3 .-'F.b= . 3�. A- A : 1-15.2-_ P-€-... 3_5 --p -n-- F -n-.. 1.7.3 6 Pt 21.3 ------------------------------------------------------------------------- 6 ._ q= 0_...0_. K-.... Or -. GT-" L=... 32-_.s-.... P -t... =. 3- P1✓ .. 2-1,. 3 6 Q= 27.1 F=4R3L F= 25.0 C= 150 Pe 0.0 Pv -0.5 Ve-1-=. 5-7-5-- 6-:-6--. -p4:-1-... 2-0 . 8 7 Pt 28.0 1 ------------------------------------------------------------------------- T_ q= 07.-o --- K�-=j- UII- U P1- zs (r-pu- 2'8�. 0 7 Q= 27.1 F=3RL F= 11.0 C= 150 Pe 0.0 Pv -0.2 Ve-1=- 5-, C_. D-1-: 409....T.L= 2.9-9-.... 4.: 0379- . R€__ 1... I._..Rn_- 27.7 8 Pt 29.0 1 ------------------------------------------------------------------------- 8- q= 0 -.'Or --T-=' U.-0FT-U= g--.07.. Pt.... 29 -...0r --7t7 2.9, 0 8 Q= 27.1 F=L F= 8.0 C= 150 Pe O.O,Pv. -0.2 Ve-1=- 5-: 6-D=- 1..;.40Q 16-: 0--- 0-: 0--3-7-9-... P -f.- 2- 8 9 Pt 29.6 --------------------------------------- g_.. q- Q -.Q ..K=... U. OU--... L_... ---------------------------------- �.�..... Pr-. 2-SF._G--Pt- .. 29,*t 6 9 Q= 27.1 F=3RLSG F= 23.0 C= 150 Pe 3.5 Pv -0.2 VA -a1- 5 6-D----1- 4 Q 9- .T.b=..... 3-1-_0- A . (-37Q- . g .. 1..;1. P .... 4 10 Pt 34.3 ------------------------------------------------------------------------- Nfeter -------------=----------------------------------------------------------- HYDRONIMS FTRR .&PRINKLER -.14YDRATTI-IC ..Gl?�PH 8-0 + 7 G. + 6.Q + 50 x Static I X I - X , I X 40 + X Re * d Spr Sys 2Q) + 10 FJ -P—v-. I s s -------------------------- ------------------------------- 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JQEJ T.nnq RP ---,i citmnee, 2___ht=;;c9q f I owing X - Water Supply Curve Water Demand Curve Static. 50.0 Psi Avail Press, 41.7 Psi @ 27.2 Gpm Residual... 4.0......0_.. P.s I_ Reql.d.. Press..... 3.4...3.....Ps.i....@.... 27-2 Gpm... 9. Elnsa.... .... IQ -....G. Gpm_. a r COUNTY F BUTTE - DEPARTMENT PUBLIC ,. 0 OF WORKS 7 County Center Drive - Oroville,.-California 95965 - Telephone: 916.'538-7541 APPLICATION XND PERMIT PERMIT NO. 92-1315 ASSESSOR PARCEL NUMBER 11-020-105 & 106 ZONING AR BUILDING PERMIT OWNER MIKE WARD TELEPHONE 342-8988 S0, FT. OCC.1 BUILDING VALUATION 3094 R 167 076 OWNER'S MAILING ADDRESS P.O. BOX 8528 CHICO 95927 1116 M 20,088 CONTRACTOR'S NAME UNKNOWN TELEPHONE 2JV ` 8 C 3 094 ' CONTRACTOR'S MAILING ADDRESS Fireplace 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 191,758 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 919.50 ARCHITECT OR ENGINERER DON LICENSE N0. Plan Checking Fee $ 459.75 Energy Plan Checking Fee $ 20.00 ARCHITECT NGI :EER'S MAILING ADDRESS 389 D CANNERS CRT CHICO Penalty $ BUILDING ADDRESS 37 CROW CANYON CRT CHICO Permit fee $ 1414.25 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 80,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 7,00 Each qas water heater or vent 9 1 7.00 USE OF STRUCTURE SFP Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 1 5-00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New LXj Addition ❑ Remodel ❑ Utilities[] Installation❑ Other ❑ Describe work: 4 'RDRM _ Permit Fee $ 136-00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 0V OR SS 200A OR LESS 18.50 Main service 200A TO 1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): -1I am licensed under provisions of Chapt. 9, Div. 3 Of the Buslnes$ Professions Code and my license is in full force and effect. .Jo. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM OR ADONS. ACC. BLDGS. 3.6Q sq.ft. 1 147 Is NEW CONSTFt ULTI.OUTLET NO N•R ESI D• BRANCH CIRC ITSJJt@ 5.00E POWER APPARATUS eand (SINGLE OUTLET CIR.License Ex. Occup(ourLETs OR FIXTUREFIXED APLNS.I, Ex. Occup. OUTETS (PRESID,)REA.I 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 21 1 18.00 T PLICooling g 3 TON 2 16.5 33.00 Hood 6-501 6.50 Ventilation 3 4.50 13.50 permit Fee $ 86.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the ran ' g of this permit. X Date%- 9 Z Signature of Applicon - Owner Contr ctor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.0 occ CONST TYPE I TOTAL FEE $ 1872.10 HAz DFEES IMP -1-=F PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 115722 536.25 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMEN OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVtS�LE k_'ANFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET `• / Permit No. OWNER /I�/�i ��_ `� A. P. Proposed Building Use /�'"� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... + Energy Design Compliance and supporting documentation ......... -Statement of Intent for Non -Heated and AC Buildings .............. .8. Engineered truss details and layout in duplicate (required prior to plan check) S -/J 9. Mobilehome installation data including manufacturer's installation /�'nstructions . .. . ,, . 1�00 Fees of $ �z.2.�.� S ............... Chico Urban Area fee aid ./- a/.. U..�✓.�`....................... Park fees paid /./.FF9 . Sc i t t fees paid . Sanitation approval from Health Department 5. City of Chico plumbing permit... .................................. 16. Plot plan and business license approval from City of (see City for other requirements) J17PIanninga roval for A Use: PP ( ) (B) Parking: ...... provements may be required. Contact Land Development Section DPW Driveway �perrmit (c�ptouction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23 Owner Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of.Agricultural Acknowledgment Statement ......... . Letter of si nature authorizati 26 i —�.�'z /• f �� —' W /LIDO When you Telephone S(,/ (Date) -------------- to contractor. ,f and hold for pickup at office. Deliver w/inspector. /�01q Applicant :Date (opy -of `f laz-Mat fo`Y'm setTf'1'1/ I HeaIth Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: LCircle new item not check 1. Index permit for�Bove items No. /0T(i 1 1 2. AdditionaljitFns required: above Contracto , designer owner, as advised of above required data by _phone_�tlail—counter by o`" -'.date " s Contractor, gner, er, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW M Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance l(-2 1 OJ -- t b� Owner Locati n AP# Plan Approved for: Sewaqe Disposal ✓ Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for -4-- bedroom home. Other NOTE Sanitarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS (�0/ PERMIT NO. 7 County Center Drive - Orovllle, California 95965 --Telephone: 916.'538-7541 1o_S-1p APPLICA'T'ION AND PERMIT / ASSESSOR ARC• NUMB — O_Z()_��A&st 2 NI,N BUILDING PERMIT OWNERK��_ TEL PH E SO. FT. Op -q. BUILDING VALUATION _ OWN 'S AILING ADDR SS !C O Z v D CONTRA T LEPH NE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ .15-00 Permit Fee $ ARCHITECT OR EyJGINEER LICENSE NO. Plan Checking Fee $ S r Energy Plan Checking Fee $ "Z -0Y ARCHIT CT OR ENG EER'S MAIILLIANG` A,Db S t �'�U/l��v -CW C Penalty b BU IL OI NG DDR ESS 0l, ) ���0 � �J Permit fee r C� PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 123 — 40AA Water piping 7.o0 ,D Each qas water heater or vent 7.00 144i 0 - USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECT FV Gas piping system 1 - 5 outlets 5.001;710 0 Building sewer 15.00 (� Mobi le Home S G W @ 15.00 TYPE OF WORK New Addition ❑ Remodel El, Uti lities ❑ Installation[^) Other ❑ Describ work: Permit Fee $ (� Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 Main service 20CATO 1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penaltyperjury of p I y (cheek one): ❑ 1 am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ` License .Jo. Classification ❑ I, as the owner,"or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with. licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST, ( DWELLING OCCUP. 3.64sq.ft. OR ADONS. l ACC. BLDGS. NEWC DNS;FI. ULTI-OUTLET @ 5.00 NON -REST BRANCH CIRC ITS POWER APPARATUS &) SINGLE OUTLET CIR. ( EX, OCCUp\OUTLETS OR FIXTURES 20 7Sit_ Ex. OCCUp. OUTLETS (RESID )IXED APPLNSREAJ 3.00 Temporary service I 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 1 15.00 Permit Fee $ r — WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor j, KS MECHANICAL PERMIT IingFee 15.00 Heating Coolin 9 .r Hood 6.50 Ventilation r Fll� Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit XDate &8)'o "' Signature of Applicant — Owner ElContractor ❑ Agent ❑ An OSHA ion of structuresover39stories oin height. Ions over 5'0" de p and demolition or eon3eruer• n Receipt No. 53 ,� N—TE-O.P.W., YELLOW-ASSES30 P, PINK-INSP CCTOR, GOL NOD -APPLICANT Mobile Home Installation Fee S ,{y /n Energy Inspectio Fee m `v; �1c• CONST PE T6TAL F E $ i nAz DFEES IMP FLoo CDF I PA c PO DISSUE This permit is hereby issued under the applicable•provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT U0. (Rev. 12/96) APPLICATION AND PERMIT��- ASSESSOR PARCEL NUMBER 011-02-0-105 ZONING AR BUILDING PERMIT OWNER LONG (MAPCO FARMS) TELEPHONE SO. FT. OCC. BUILDING VALUATION ,JIM OWNERS MAILING ADDRESS 754 VAT.T.OMBROSA DR. PASADENA CA 9i1n7 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 11 76, CHIM CA 99997 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1 ORMINAT $ '16 On ARCHITECT OR ENGINEERS !AILING ADDRESS Plan Checkin Fee ' $ 111.1�G�DQ�6W CANYON COURT, CHICO / �j( YV Ener Plan Checking Fee $ Energy s PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL IMP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIRE SPRINKLERS SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other EX Describe Work: IST RENEWAL/98-0478 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200AORIESS 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 is in full force and effect.POWER License Class Llc. 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 (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) El certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is rsquired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service YOGA TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. s0 OR ADDNS. 8 ACC. BLDS. 3.50Fr. NEW amity. MULTI.OUTLET1. @7,50 AP=US 8 SINGLE OUTLET CIR. Ex. OCCU ouTLETORFIXTURES B4@'.w Ex. Occup.OUTFIXLETS(RaiD.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 56.00 TOTAL FEE S HAZ. I D FEES IMP I FLOOD CDF PARCEL I PO HD ssUC This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date IVOTF5 , /, 5/STrP4 INSTAU- 70 PvFX 1YFii 13O 13F6 _ C� AN A L D 1.0C ANS" . / t -G. P) PE TO /3E5T1 PV L1 D C CUR FQUIV 20 3. PIPE 5 Tft}1P5 TO 13F_ "TOU911 DR f7aVIV, I H, HEAfaS ARE REM1hLF_ 1=1 /IKES /3 , Kr -3,1 16' X 16' PAA TF,RfU 3 Jr1, A E 0 6. ALL Pif'IIVG J3dV77 MEAD WGFtT"IDIUS FltZ:E SUPTEGT- Tg F'YT-�LD VERIFILAM09, l G,; q�n = CCILIIUG rlfOHTS a I'' Ab =CALL NDV E1 .NOOK K Aft 3 I Qv REV asE D R EPS E�Erurs ! yl 1,41 RI , M. Q ATH �W 7-0L a o *, 1 10 b a I 6• b 1 R �.- o ,p 6 _ u 1 -p 6 o I �� � o L I ____-_�► � Gip, SgofvRr � 1 N .� CIO, is (FAN N �Fa b I 0 , ff l o. slq I i .� � 111t?7 � . �. 3l- • I i t W I t � r a I HALLLl �4 I 21 I � LR � S Cts. !� MLL -4-1MAX- Rm. UI�DR/ p - � a - � trill DO& VIM Ro. i A PT , d , -�3w 0 ° 8 BATA q 2 1 . T -o . 3AI A.j j o - Lf 4 a 1 . Ai f-6 y to ` y TO FI EA DS TEST D12A 1 N Aux PRAW f t0• I c �r i3 �b i M ' S y - i PRR SSG W E 3 MCF, GAR G., F ht % Awl tS o N RD0 SIil ITGN 3 1� 3 56 ti� At_ Ch F.K E G VALVE r— _ DOMESTi G C i S £r iE ------------ BlfrTE COUNT) FORA 'k1A iTR, SUPPLY 1"1 , �PdttP ! vt „7 - F RISERA Y+ / IV .T.S. . 0 , I t . 188 A 24x38 AIATIOAIAL PROYTFAST NO F VISIONS YY p t ORAWN %�f f CHECKED W• U 1 DATE i/ SCAL19 Ik fod JOB NO. SHEET l OF SHEETS I, FIRE SPRINKLER NOTES: 1. FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D. 2. TANK FLOAT SWITCH MUST BE SET TO MAINTAIN GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PROVIDE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK FALLS BELOW GALLONS. 4. THE Fl.ff SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP AT 'Sl. 5. PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE ' OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE. 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY. 8. SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. i 9 DRAWN CHECKED -.i i Nt/ _. ..r ....__._... __ .__.__�.:_. _........o.d CF1w�... :rpyp/Y .,r.f..en.+«•.. a.+%...:.v:_r..X H+sx�R+`Y.w..,�...»f.....,..._...w:.: ,y,e•...ee.+:�.,a+v+.arx :..yypaan ..h »..+:....vaN.F Y....MY i �u:9' f-0!FM4P +WlMRVPtM YAMM,WFM18. IkeA 41 . NATIONAL PR/N7FAS7' NO. 186A 2406 o:a.: NVOTF5 - 1. 675 TCM I IUhTA I-LEV F'r ` 1YF/'/} SPL"CS AND LO(Ai AHT F)FF, TO AE L16TEP CFVC OF FDVIV 3. P I Ff-7- 6TP,rlF5 TO FF_ "TIDUV Ptz f7"IV. /1, HEW ARE REl.iARLE FI /rZE5 /3 K� 3►9 X 16' PnTT F, F\U ► 5, FLUTT AIVP CAR-T'FIU'T91 bi OTlrt IZ1 *, 6. /UL PIF MIG /ii1%77 HFAV I-OCRiIDADS /121~ SUPTECT TP? FTFID VE121FIL.A'V0'V. Qtl GALG IVDpZ.S TB.A11 r_at� & vlar od l ea �tices �d ee vita. R-6co€I'e j Cho gci�i®d �fl tlrii p�eeor�bed fo pl� � ep 1.eab��'a`� Vi the U� . CdeS This s6oipi"s� peamottime�d � � unla 'Dept on tba job ai,e ;e any c'h'sages or alterations on 'jo Sion � VVI Ater Pe w , o0ont Aq-4--- TO F I FA D5 --1 PRESS. GRWrE FIDk.� 5U�1TGI't Ci1fCK VANE baME�'�1 G JE o R 15 E K PE- 11.r N.T.S. C i DRAWN CHECKED _ 1 Nt/ v DATE SCAL F� tr JOB NO. SHEET OF SHEETS