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HomeMy WebLinkAbout028-420-120COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California :95965 • Telephone (530) 538-7541 _ PI ITN (Rev. 12/96) APP LI CATI ON•Ah D PER MIT ASSESSOR PARCEL NUMBER 028-420-120 ZONING -5 BUILDING PERMIT OWNER UIGLEY GLEN & SHANNON TELEPHONE 693-1546 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 152 WESTELLE D 2003 R 108 162.00 CONrRACTOR'S NAME TELEPHONE 576 U 10 368.00 CONTRACTORS MAILING ADDRESS 189 COV 2,457.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 22 47.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 720.00 Plan Checking Fee $ 468.00 BUILDING ADDRESS 84 OLIVE FREE LN. OR LL Energy Plan Checking Fee $ 23.00 $ PERMIT FEE s 1231.00 LOT NO. 4 SUBDNIS IONS NAME PM 119-11 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 101 7.00 0.0 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/ ATT. GARAGE Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 5.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service zo.A OR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penatty 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 I000A 46.00 NEW CONST. DWELLING OCC OR ADDNS. ( ACD. BLDSUP. , 3.50:901. 25 NON-REESIOT. MULTI -OUTLET @7.50 POWER APPARATus 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 @ I; 0 Ex. Occup. ounFrs PRM.oEE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 133.25 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'Coolin compensation, as provided for by section 3700 of the Labor Code, for the1 performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) XI 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' cc nsation provisions of sermon 3700 of the Labor Code, I shall forth ly th rovi ' ns� X Date Sign ure o Appli Owner ❑Contractor ❑Agent An OSHA permit' quired for excavations over 60" deep an emolition or construction of structures over 3 stories in height.d. MECHANICAL PERMIT Fling Fee 20.00 Heating 1115. 15200 119- is -nn Hood 6.50 6.5 Ventilation . 50 .50 PERMIT FEE $ 61.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46,00 occ TYPE corer. TOTAL FEE $ 1621.25 HAz. D FE IMP OD CD PARCEL PD - D SUE This permit is hereby issued under of the Butte County Code and/or indicated above for hich fees have By EXPIRES 5-Jn-04 the applicable provisions Resolutions to do work been paid. Date 5-30-03 Date ReceiptNo. JJ- % T 7767vPERMIT WHITE-D.D.S.-B.D. CANARY- S SOR PINK-INSP TOR GOLDENROD -APPLICANT v.tz�s) OLAM W • aiaA�snas aea mcg W&M GOON TY OF BU TTS - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL�IMG DIVISION 7 County Center Driva • Oroville, Cafifoi nia 95985 & Telephone (57 533-1541 -- p:-PJAT 140. APPLICATIONAHDPERMITi 1)ram ala o a o 27°" _ S BUILDiNGPERMfT p �) SQ. FT. OCC. 5UILDING VALino� lino n , .t W— is .4-', i In I/1 (ice - %9 � —1 -S w IO — t as ESE xz Fin, a=g= cm a Oma A ?W= Pian J �� S ►, , ►1 - 1 PAS Me LMEOFS iZe UCWRE EZA Solsr 3F f Dupim D h bSfeboms O Ober. ;Fve so ar ERA n TYPE OF WORK E=s t� Addii= 0 jRy3m:dd 0 lMs 0 L 0 Other 0 BUM Desmbs Wort !N'Z Q E EC hJi9in 0 ORA= *PSUArr FEE P. Alb SPA SHOMFarm, . 4"msrNRum�y� ML3,7L75(0- TO � ��fV, MI.V WTlY�PS vahtason =� S FeB S bmidna Fes I Pian Cies=kbg Fee S PEi�IT F'E $ est Pump wrier hed Eng water hater or vent I mrimn 1 - 5 =Ast Hoarae 15 I Cal wr I PERM TPJCAL PEPA T S_rvv�e i gm Cm Sarvi:s f am% so IBM S ' CZ -5/. 111!0 ibg Fee 20.Do 7.0D®(� 23.DD 15.0D iS.Do /S- 15.00 /S -- X20.00 20.D0 ;L-. F� APPLIiS OA Er- • aunFss liL ma m• S.OD Tem SWAM =D tibbde Home Famines 20.00 hr=:.1M1r • • • 23RD PERan Fc. S / 3 3 JI6ECIi 4idICAL PERMIT FEmg Fee 2 0. oD 5.50 Horne hasialiafion Fee = hmpec5qu Fee S TOTAL FEE $ /� a I -W'-' IL. -PI T/I 171. IV I 7Wm pwm6 is hereby issued u6w 1fie appt=ble pru4#bns of the Butte (aZMV Code andJar Ra=h fi= b do work imckded above for which fees ban been paid. 3y Fte ptNs. PERMT EXPIRES ON NtMlSt.6.e.e _e.n r_Lu�ae_e.�s�SsaA v��e.u0.5P=Gi'OR s;Q•.L�tRQD-iPPL.I�kNT . Dste COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 41 OWNER: j0 LeC24 ASSESSOR PARCEL NUMBER f C) Proposed Building Use:PQ a P !; � �CounteraTechniciana_ Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. M: Complete plans, 3 or 4 sets, signed by the preparer of the plans. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ;Rn4. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 414. Fees as shown on the attached Schedule of Fees Due Sheet._,.. j ... . ;.1 ................... 5. Statement of Intent for Non -heated and A/C Buildings....r..............................,� ....... 16. Sanitation and plot plan approval from the Environmental Health Dep rtment in 17. City of Chico Plumbing permit ......................... 18. California Department of Forestry plan approval aid. Sent. by: .................. 19.' Planning approval for (A) Use: �K (B)Parking: (C) Par el Check: 3 25- ..0-20. Contact Land Development about ❑Improvements, ❑Drainage ........................�3- ...... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:............................ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to ownerr . �.................. 26. etter of Signature authorization.................................................................... f Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.................:..,.................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone %9 3 -15 and hold for pickup. I have been in A�pplieant:,--,' items and requirements for obtaining a building permit. 1. Index permit applicatiopokf-the above items numbered: / � Plan Check Letter 2. Additional items required \( l� Contractor, designer, owner, was advised cf the above data by 0/7—phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, o ner was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by:� Date: _ Plans approved by: Date: Structural reviewed by: Date: 5 2-3-11 Structural approved by: titDate: Note transfer by: Date: p COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROVO BUILDING USE 1. BUILDING PERMIT FEES / C Balance Due ....................... $ ((J �� as A.P. # oq — — i�O ��o2C7 DATE RECEIPT # DATE REC. 3��7� S 3v o3 Additional Fees Due ................. $ Additional Fees Due ................ $ Revised Plan Checking Fee .............$ ------------ _ .--- 2. " SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) �� 7 RIFF FEES (paid at Building Division)�y���� =C/� �%y*3. Residential ...................... x $360.00 — $ S2 0� Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 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 la heckin ocess. APP IC ATE -? — -24 �d ursuant to Government Code Sec '�6020,you are hereby notified that items 2, 3, 4, 5 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a) Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 'w..+,4.w,+rn'S•.-.-��Y.—.�*ti:<�..-�'7[7�7�+::>'"'h"E^1k"der-+`-""'�...1..�..�.''�..ri n',rr--`�iit^'-":.A*,•1w'1�:x`ii:Ss+. vr.rni.i-....."'-►"++"'.R�...+.,,;,C+.s,.-...�iLyl�"Y�'r"'✓yy�.•'�.t.+a"'^� COUNTY OF„JRUWTE DEPARTMENT`OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1 BUILDING PERMIT FEES \k : Balance Due ....................... $ I!J /• 04.E Additional Fees Due ................. $ Additional Fees Due ................. $ �Q Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES kAyl C ,,pp� 2L,'" (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $s.7/' rJ'�lJl/ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. ` 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 0 7. SRA F1 RE 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 A.P. # AP- -'N-0 —1A0 DATE 3b y f t -3 RECEIPT # DATE REC. �e 17 i 46 6�t7Ye. 7/o3 3�s�gd 3 a 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 la hecking focess. z2'I APP IC + ATE 4 �J amu' rsuant to Government Code Sec�ca 66020, you are hereby notified that items 2, 3, 4, 5 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) y COUNTY OF BUT'E DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE �,. ,.e •' 1. BUILDING PERMIT FEES Balance Due ....................... $ tU f Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES _16A/1 C-*"" (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid t Building Division) Residential ...................... -x$360.00=$ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... _X -s # Units Amt. Commercial (sq. ft.) ............ x Sq. ft. Amt. 5. RECREATIONAL --DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGDISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK, $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # QP_ - 4/--)©-1A 0 DATE y RECEIPT # DATE REC. o IiYg/2i/93 S� 7Vg .. 5-127/o3 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 la ,ohecking ocess. APP IC ANT ATE G Pursuant to Government Code,'Se moo ' 6020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You ave 90 days from & date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' i(Rev. 6/00) 0 O RESIDENTIAL PLAN REVIEW GUIDE SINGLEFAMILY, DUPLEXAND n_ .•� MISCELLANEOUS ONLY Ovvrer. Building Permit Number: neo (1) Plans Examiner: �d ��a 7itnjosor1 A. P. Number: 2-9- GENERAL: oning requirements — (number of permitted living units). ~ . ans signed by the designer. f roper description of work on the application. :dsting violations on the property. ecorded notice ofviolation. uilding permit valuation. T PLAN: omplete parr( size and dimensions. etbacks, side yard, easements, etc. ther buildings or structures. rading, fills and/or drainage. lood hazard. pecial conditions on Parcel Map: Noise Q SR. -k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fen ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA.N: tans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet 11M minimum W clear openable height dimension shall be 24". The minimum net clear operable width dimension shall bt: 20'. When %vindov. s are provided as a means of escape or rescue, they shall have a finished sill height not mors than 44" above the flcor (Uniform Building Code.section 310.4). Sk}-Iights (Uniform Building Code section 2409 & 2603.7). lazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 laches except as oth pamrt>Ded m this section. Kitchetu halls, bathrooms and toilet compartments may have a ceiling height of not leas thm 7 fnt measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 felt is any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters a hich depend on the combustion of fuel shall not be installed in a room used.or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening bft abath r bedroom (unifournrm Plumbing Code section 509.0). Pa uel bing equipment shall not be installed in a closet, bathroom or a room readily usable as abedtoom. or in room. compartment or alcove opening directly into any of these (Uniform Mechanical Code setdon304 AL Garage firewall separation - required on garage side including supporting walls and posts (Uniibroa g Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). iV`Wood stove location - Alcove — UN1C section 205 confined space & 223 unconfined space & 304.2). mok.- detectors (Uniform Building Code section 310.9.1). Page I of 2 Vater closet clearances (Uniform Plumbing Code 408.5). it—Showtir companmcm minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). Bearingwalls shall be supported on masonry or concrete foundations that shall be of sufficient sit to support S.l loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: I; Beed wall panels shall star at not more than 8 feet from each end of a braced Wall line. Braced Wall Panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced a -all lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the desiguet's'�►�et" stamp, signature. registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor constriction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). t ud heights. High expansive soil - special foundation design required. Retaining calls requiring design. • G)*um Aallboard nailing inspection required. If the area below- the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior Walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLATTOUS ITEMS: Stairway details- landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Faterior plaster- weep screeds (Uniform Building Code section 2506.5). - =:Ipitcb for roof covering (Uniform Building Code Table 15-B-1& 2, 15 -D -I & 2). insulation - protection. alls and stairways (Uniform Building Code section 100.4.3.3.2). exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). rfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). access and ventilation (Uniform Building Code section 1505). d requirements. gy design compliance and supporting documentation. responsible area requirements. ING PERMIT REQUIREMENTS: SRA. 2. ❑ Flood ele%-ation cen.ificate. 3. ❑ Fire Sprinklers require& 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pzce = :) f_ E.H. USYPILY Riot Rion Attechod or Hoot P%n Attached�- -- Sent to G.D. ✓ / .P.N.S TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well •� Clearance for dwelling. Other 3 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 3 3 � Date 1\ t 6Z� i oz �J oU� t E , C c ® �` O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed property improvement: YESAI, NO 13I HAVEV, HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: CONTRACTOR'S 4. I plan to pr 'de portions of this work, but I supervise, and pro ' e the major work: NAME: / ADDRESS: PHONE: 5. I will provide some pf the work indicat NAME CITY: the following person to coordinate, CONTRA 'S LICENSE NO. work but I have contracted the following persons to provide ADDRESS PHONE SIGNED: PROPERTYOWNER: —(4"-& DATE: O OF WORK I - NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.Ban I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. qrely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER SITE PLAN REVIEW APPLICATION Date: AP# Q 2- U — y 20 ' 2 C-) Permit Number (if applicable) D 3 - 2 APPLICANT INFORMATION Parcel Size: Owners Name: U) G—LE C-1—GfJ S 1—bpNN e) JJ Owners. Address: Telephone No.: Situs Address: Proposed Use: S 2 1-j e- 5 -T—eLLQ r�2. O 2aV 1 L -1—S g Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) _ ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial' ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Well w DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved . ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date i Page 1 of 5 '' ALL ITEMS CHECKED APPLY TO THE `PROPERTY Parcel Is In: t ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: . ) 02S Index Date: 4_ ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A 4z — 15 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 S Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Cbeck with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger - ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 H Subdivision Map/Parcel Map: Map Date of Recording: 2-- 2 f5r - 89 Lot: 11 ❑ Use Permit/Minor Use Permit Permit Number: Book: "S Page: ' Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 Summary of Specific Requirements:, This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc t1 Page 5 of 5 A t Summary of Specific Requirements:, This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc t1 Page 5 of 5 A .y ,. _ ::: -,I. '.. :. , ,: fry. __...�r�4. r4�Y:..� '-4 _ , .. . • .w � ' .i ... v r , •t s r _ � , I r BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM! '(One form per Building) School District 6>k? Building Department No. z'e`7-1 A.P. Number Z 6 Z� Z Jurisdiction: City ;/ County Property owner i Property Location/Address O L Iy C Y ll- e L I 0.& Subdivision P 404, / / / Lot No. Ll ...................................... ............................................................................ . Residential Development N O Sq. Footage No'of Living Mobile Home Addition/ 'Supplemental to Units -Installation Conversion Permit # '(No foundation inspection): ........................................................................................................... Commercial/Industrial Sq. Footage New Addition Department Representative moor rians revieweo ov acnooi uistnct (Group R) (Including Exterior Roofed Areas) 5 X- ?Z-` � 3 Date District Identification No. s I )-a litVI. School District certifies that Q q CA- lApplicant) 534-9-16-7 (Street Address) (Phone Number) 0 r,3 4 � l t c C-*-- (City) (State) (Zip Code) has complied with the requirements.of Resolution No. b 1 .-D Z—( o �by payment of $ representing square feet. B 2926 $ FULL MITIGATION $ School District Reprefintative 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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 (10/98)dmm COPY of Document Recorded AND WHEN RECORDED MAIL TO: 05 -May -2003 2003-0028707 BUTTE COUNTY BUILDING DIVISION - Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95965 BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate. in the County of Butte, State of California, described as follows: Parcel l: Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on February 28, 1989, in Book 115 of Maps, at Page(s) 11. Parcel II: A non-exclusive right of way and public utility easement over Olive Tree Lane, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on February 28, 1989, in Book 115 of Maps, at Page(s) 11. EXCEPTING THEREFROM that portion lying within Parcel I described above. Date `7 5 "oj PROPERTY OWNERS: State of California County of 94*_ On k before_ me, personally appeared �-d f o personally known to me (or proved to me on th bas' of satisfactory evidence) to be the erso (s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS n hand and official seal. Signature Seal: TERRI A. RUSTIN �:::... Commission #1239620 Notary Public Butte County, California U A.P. 2003 I rF BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS o _ 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 o OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APP KATION **PLEASE PRINT CLEARLV (,. OWNER Last Name /, Jt� �. a� irst Name Addres�0'4 tsA CityA�v.J� State Zip/cSpy Phone ua^� of 9®-� Fax E-mail , CONTRACTOR Name ' 7 6*1e* Address City 15>�� State Zip Phone��•7 Fax E-mail Lic. # Class ARCHITECT/ENG EEftl Name . / , Address City to/y, Zip \ Phone Fax E-mail E-mail IStatLi nse Number APPLICANT AME Name /15( /e k1 Address &d ave, City ��,000i / State zj u Phone Fax E-mail TURF X For office use only: Zoning City Flood Zone SRA I Yes I No Occ. C 'r Type Const Subdivision Name - Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP BIN # LOCATION Prop Addre �91.oss City Str of ®®� LY WORKER'S COMPENSATION Poli umber C 'r If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. r LENDING AGENCY Name Address 00-41 Descripti or Scope of Work: C�aortsa 1 �o ,/ Sq. Footage T ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): UVtK 1 -UK SU13MITTAL REQUIREMENTS L, KAFORMSWILDING FORMSXBIdgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 9V)F� Receipt M Dater 11 Amount Bldg SRA Sheriff SMIP '1 Other 1- — Total REV 6-16-04 SUBMITTAL REQUIREMENTS , The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by'the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans. and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: - ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. J. .` ❑ 5. 2 Engineered Tie Downs or Foundation_ plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required) .% Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! , ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FA)ES!). ❑ 4. Letter from Engineer or Architect for truss design review. 1 ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. t<.. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PrRMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 ,lu COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET /tom , Q OWNER: Quit ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: Items ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order'to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -�, ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans //AN�2 sets-of'stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate.{yojfaxes! `� ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting docu�en•tatiowin df7plicate. ❑ 7. Statement of Intent for Non -heated and A/C'for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form C 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required ................................................... .......... ........ OFees as shown on the attached Schedule of Fees Due Sheet..�%!%7 ❑ 22. City of Chico Plumbing permit........................................................................ _ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: Planning approval (A) Use: LL-(B)Parking: (C) Parcel Check: 0� ❑ 25. Contact Land Development about _ Improvements, _ Drainage......... 9�-- (:3)NPDES Form..........................................................•.................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier nd Policy Number .......................................... �*7 31. Owner -Builder Verification ( Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction.................................................................................•....... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑'Letter from Legal Owner, 0 Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informyd of tlp above items and req�LrAments-for obtaining a building permit. Date: 1. Index permit application for the abo s nu bed: 7 Plan Check Letter 2. Additional items re ui d Contractor, desig r ow - w s advised of the above da-tadby phone, ❑ mail, ❑ counter, by Date: Contractor, designerowne was dvised of the abov data y O phone, ❑ mail, ❑ cou to , by _ I Date: 9 Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division . � -E.H.-USE ONLY Piot Plan AnK�— Roos Ron, AnaeAe'Q_ sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other / y �S� : �' �C I �� G X 1 J7L _s Hold final for: Final clearance O.K. for: NOTE: Enviro6me`ntal Heal 8/96 cialist D to t i OWNER -]BUILDER VERIFICATION Attention Property Owner: An "owner-buildez" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor'and materials for construction of the proposed property ' ovement : YK NO ❑ I HAVFX HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ' ADDRESS: may. PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: GIe"9 DATE: NOTA: This Owner Builder VenTuadon is required by Section 19831 and 19532 of the California Health and Safety Code, Thu verYkation mast be completed and returned to our office before we are permitted to issure the permit OWNER BUILDER INFORMATION Dear Property Owner: O.B.- An application far a budding P=rlt has been submitted in your name listing yourself as the builder of property improvements specified. For your proteaficA You should be aware that as'owner-builder" you are the responsble part, ofrecord on such a P Braiding P am not required to be signed by property owners unless they are personally performing their own work- If your work is being performed by someone other than yaunself, you may Protect yourself from possible liability if that person applies for the PmPer Permit in his or her name. Contractors are required by law to be licensed and bonded bar the Stare of California and to have a business apply. license from the city or cozffiy. They are also required by law to put their license number oa all permits for which they IfYou be aware of the f M to do your own work with the exception of various trades that you plan to subcontract you should wing information for your benefit and protection: i . 0 If yon employ or otherwise engage any persons other than your immediate family, and the work (mchmding materials and other costs) is $300 or more for the entre project; and such persons are not licensed as conimacbors or svbconfractors, then yon may be an employer. If your are an emPloyea, You moist register with time State and Federal Governments as an employer and you are subject to several obligations ftwInding state and idem, income t= withholding, Meral social s=ariiy taxes, wad= WMPMsabon iasuaance, disability »mance costs, and unemployment comP=--dc n coons. ♦ There may be financial risks far you if you do not cavy out these obHgafions, and these risks are with respect to worker's especially serious compensaliQn iasunm=, ♦ For more specific moa about your obhgadons under Federal Law, cm&dd time Internal Rm e= Service (and, ifyou wish, the U S. SmaH Business. . i ). For more Specific State Law, contact the Specific information about your obligations anile' Department of Benefit Payments and the Division of industrial AocidentL If the structme is intended for sale, property owners who are not licensed contractors are allowed to perform their work conditions. parsonalIy or thmugh their own employees, without a licensed contractor or subconimctor. only under limited A frequent practice of unlicensed Penson Prgmmg to be contractors is to secure an 'ow= bWW " building > � 0 13 that the Propeiiy Ova= is providing his or her own labor and material personally. Braiding reqatred Inion about liceD be dvaed ed by property Own= unless they are per{orming the. own work personally. ce am or at 1020 N may be obtained by oontrar�fag the actors State License Board in your mm�mrty Street Sacrau�, CA. 95814. Please complete time "Owner Builder Ver9ficafion" on the reverse side of this farm so that we can confirm that you are aware of these matin. The buuZding Pm mit wM not be issued mrbl the vMification is returned_ NOT7-- YYW Owner-SuBder&forma{aa is required by Secd0a 19830 of the CdWorak Heat and Safety Code NOTES �j RESIDENTIAL ' V/O-YLV-I LV V QUIGLEY, GLEN 84 OLIVE TREE LN, OROVILLE Cont: OWNER ADD OPEN DECKS/SF 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY d = OK 0 = Not OK _(Jot Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability , 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Fig. -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Hir.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral U Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills 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, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter 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 -Connector - 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 & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: o� _Department of Public Works o - C o u n t y o f B u t t e . Michael Crump, Director LAND DEVELOPMENT DIVISION J p Storm Water Management Program l 7 County Center Drive Oroville, CA 95965 �5 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE1 Project Description: (zou�J 0 Go I NA P 14Q L-9 00 L_ Project Location and/or Parcel Number: 0;�--ca-o -i a -O By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 4 r .� 1 J NOTES RESIDENTIAL V /I PERMIT NO. - 028-420-120 04-2420 QUIGLEY, GLEN s 84 OLIVE TREE LN, OROVILLE Cont: POOLS BY TAY POOL MSTR#01-515 r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. z SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ( y i t JOB FINALED (Date) 111 Signature J=OK. 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 12. 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 ft 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft etbacks-Easements oils; Compaction -Structure Stability 3_Aeet-Mructure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater AC8. 9. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main Conduit H Department Approval VePlum ; Cir. Test -Water Suppl Te 1 12. Niche i l Enclosure; Fenc g -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 burr J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors 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.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 66. 33. Equip. Clearances Panels-Motors-Mech. Equip. 67. 34. Clothes Closet Light -Shower Light -Spa Light 68. 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 73. 36. A.C. Ducts Insulation & Support 74. 37. Vent Fan, Exhaust above insulation 75. 38. Condensate Drain & Overflow, Size & Grade 76. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 77. 40. Attic Access & Platform if Furnace in Attic Date Plb.; Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 83. 44. Draft Stop in Walls (rat proof) 84. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OR except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Conrector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish _ 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle- Unde ground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY ,DEPARTMENT OF DEVELOPMENT SERVICES I BUILDING PERMIT ' 24 iHOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042420 LICENSED CONTRACTORS 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 Issued Date: 09/03/2004 APN: 028-420-120-000 the Business and Professions Code, and my license is in full force and effect. - 1 N Olive— V e �k--e'e u k License �� 615 License Number: 1 �Zic �'CXJ Site Address: 84 �Class: Date:se1 —3-04 Contractor. Map Index: Description: POOL MASTER 01-515 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: QUIGLEY GLEN &SHANNON , to its issuance, also requires the applicant for such permit to file a 152 WESTELLE DR. signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: QUIGLEY, GLEN & SHANNON Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:. POOLS BY JAY not apply to an owner of property who builds or improves thereon, • and who contracts for such projects with a contractor(s) licensed CHESSON, JAY pursuant to the Contractors' State License Law.). PO BOX 1137 ❑ 1 am Exempt under Article 3 of the Business and Professions Code GRIDLEY, CA 95948 530-682-5003 Date: Owner: License #: 738866 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 Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Nc> Total Square Ft: 0 S- F. Valuation: $0.00 Census Code: +�i Policy #:_ 0 t a ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'���� compensation provisions of Section 3700 of the Labor Code, I shall forthwithcomply with provisions. fthose Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCYThis pe tis is hereby issued under the•applicable-provisions of the -Butte County Coda �nrvo� hereby affirm that there is a construction lending agency for the _ -- �Resoluti o do work indit aJ d ab or hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: B : Date: v PERMIT EXPIRES ON: (Ddfe)-J Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection urpo es. Print Name: t� Signature. Date: t. 0 Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last Name Q u I&' LF—Y irst Name Address U¢ vl;T Wj U2 City ��vtv�x=.� State C&_ I Z p r2qb Phone q3_ Fax E-mail For offices only: CONTRACTOR Name VD0 S 6 J M S Address I1 City e Occ• State Zi"4t Phone 41 Fax E-mail Date Approved: Lic. #1 0 G CI For offices only: ARCHITECT/ENGINEER Name i Address City Occ• State Zap Phone Page Fax E-mail Date Approved: State License Number For offices only: APPLICANT NAME Name i Address City Occ• State TIT Subdivision Name Phone Page Fax E-mail Date Approved: For offices only: Zoning Flood Zone C' t SRA No Occ• Typ6 Const Subdivision Name Map Book Page Lot # , Planner Date Approved: OVER FOR SIIRMITTAI RFOI IIRFMFNTC PERMIT NO. Bt ata BIN # LOCATION AP# — 1� D�_o --- l D- ) Pro to MTO � C' t Cross Street WORKER'S COMPENSATION Policy Number f -U Carrier _ O Bhiring anyone othe-Rhan license contractors, a cerifficate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: VW L N —51� Sq. Footage -22-1 Q ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not F�Qcelved by: Receipt # \ ltXiJ/I Date. - llP 6 Amount SRA Sheriff SMIP Other �,Y;) TotaI SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI 0 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPERI OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXESI). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FABS!). ❑ 4. Letter from Engineer or Architect for truss design review. 0 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the end ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions. or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION AFORMSMILDING F0RMS\BIdgApp1SubRgmts.d0c Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1 ASSESSOR PARCEL NUMBER 0a 6, / Proposed Building Use: t Vl - l Counter Technician: Date: 1 W G terns required in order to apply for a permit. All boxes MUST be checked OR marked NA in or r to apply. r, 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner. ❑ 14. Hazardous Material Form Mt 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 4❑ ❑ 22. City of Chico Plumbing permit .......... :............................................................. 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. /24. Planning approval (A) Use: {B)Parking: (C) Parcel Check: 7t 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form ....................................................................... 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ................:.... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $� ❑ 38. Other: ❑ 39. Other: t-� i When issued Telephone and hold for pickup. .r I have been informed of the, above itemsand requirements for obtaining a building permit. Applicant:41wDate: '1(c-04 1. Index permit application for the above items numbered Plan Check Letter items required � Jhtf4�on �ractor., esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 4b esigner, owner, was dv'se of the above to by ❑ phone, ❑ mail, ❑ counter b Date: Plans reviewed by: 2 Date: n2 Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division s E.M. USE Ctdty Piot Plan Anach7d Floor Plan Atnachad 7� Bart to B.D. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance 04, der Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ./ Clearance for dwelling. Other o-ax.;d Hold final for: Final.clearance O.K. for: NOTE: 1 11 Environmental Health S ecialist Date 8/96 ' SITE PLAN REVIEW APPLICATION Date: o/0t AP# Permit Number (if applicable) 611-f _02_� ) -Cl APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: (a q3 "�, Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ® Mobile Home _ p Residential Accessory �QOL Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ' ❑ New Commercial' ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural'Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved* By Date 0 Page 1 of 5 5� ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation' Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required e -U) SRA - (CDF to determine specific requirements) �U/ ❑ 100 -Year Flood Plain: (Seeattached) • Flood Zone: • Flood Panel No.: Otpoo7G /0.25-D Index Date: Y1.10 60 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------- - ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Vim. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o20 � 10166-Z601 PUE Side Q Side Street Rear i yo Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------7------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ' ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds. Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ` No ❑ Yes ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ----------------------------------------------------------------------------------------------- 4 • Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: ,� r Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: //:- Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa u Pajae 4 of 5 M Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ❑ ' M Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Pm as --o, clot Lf 4 r 315103 STRUCTURAL CALCULATIONS Structural calculations for: Quigley residence Butte County, California Job 03-027 Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 g Wind loading; Basic wind speed mph Exposure Design method Normal §__Od��PT PM Structure category -Enclosed • Seismic, - Seismic zone Gravity loading; Assembly.; Applicable DL LL Reducible LL? Sloped roof - less than 4:12 NqM X030=1'4, I Q209 %Q_,Y Sloped roof - greater than 4:12 w6 =" Rom Mes% Upper floor N6',VPV, ��QQJIOIV. VIONIOT' ,Lower floor Y k03 , '-Q" Soil data; UBC Classification Allowable bearing 4 1.500 ksf f 0 7 4 Soil Soil classification:,Reference table 18-1-A 1997 UBC Soil weight: t 011,0 x kcf Input data for user defined classification Allowable bearing pressure 0 0 '- ksf Max. allowable pressure 0000 ksf i Increase for depthk;0T0:©.0 ksf/ft depth Increase for width QQ+:O" ksf/ft width Friction coeficient ;gOQ;d Lateral bearing (passive)0®Q;© ksf/ft. of depth below grade Increase for wind/seismic Include footing weight when calculating soil pressure ? • tires Soil data used for design Allowable bearing pressure 1.500 ksf l Max. allowable pressure 0.000 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf a Page 1 EDes capacity ofxfr .'xt. Load duration factor "r1% 253: Unless noted, 2x and 4x members are DF#2.6x members are DF#1 t Member size Mcap Vcap I(in"4) 2x4 0.419 0.416 5.360 ", tj"i ,�,tc 'F yw: Z'• P VT?n n�i jR Sr Jt'r 1_7 __`,..' r2x6..nx.',wkG+,�0896 5�`:.�t065�4,:''�:'F�,20780; 2x8 1.438 0.861 47.640 2x102145 � }' 09<� '� " a98.1CS 2x12 2.884 1.336 177.980 �c -e�".j �tx'�.t �.'�' '�a"T 4�r.. �1 f•'t i� y"ktY"�q t5- yiq { � t .,ye'' F �' 1 � �� 4x4 0.978 0.970 12.510 ��1 a4yy6� } ° r.���'' � t r 2"U91��:, ��TM�_524k. ' �r{«tr�'t` " �,•>. 48�53.0�?• 48 3.633 2.009 111.150 _ 'W74 r�{`4x103a.. °•s Sit^ ,� • 230 840,x=, 4x12 IR�♦ 7.403 3.118 415.280 �w �, Qry �� i`S i'r :4 'I'•'t'� 17 'SS 3''�I.�yrjC j ;I j JR ii t.}��r {r .: g 'k;: � 67ff'_ 70 !� 6x6 3.900 2.143 76.260 - t'•`6XS �7a t S'�'"�'-F�.ii..`�. rF°�''y �Tw 6�7fifi76f �= 21825 X174 660' +1+.- s,. ..zz-- cr. .'.�✓, Fi c1s,2+4$ «f &c: ��`e�...' rt ` :s' ` `>r �e •V EG31 6x10 11.030 3.604 362.750 ' 6x14 22.259 5.163 1066.180 � ;. ' 301.',4�0 31�25x�10,5, t , 3,125x12 18.750 5.156 450.000 ..�{' .y.P-.fp -r°"-fix•-"nS.J `�-•�i. .fi_•___'.�`�"LiE'�"' i"F+'.x,.... ;3125x1`3, 5>x�� y?23 423p}�KIN ,�5 80�1c; 6r40,720? 3.125x15 28.580 6.445 878.910 s3��1`25x16 5, ,�tt���:h34 216��, � :� a�u 1 : ,7 090-t,s�A•,, �, ' 1169 82Od ti 3- . .•u�se.e'wµ.w,,,,. 4i"hJcw.'[,K,,.w ..,.,a.,a1(!q�'. �L�,. .,tJrd ✓.�>n. �c. b 7�` �+.•E«�.i.tivzr• 3.125x18. 40.329 7.735 1518.750 5.125x12 30.750 8.456 738.000 - 5.125x15 46.870 10.570.. 1441.410 `�"e a{ , 4 �`�'�„�` ''•-. a•p.�5fqt r :e� 'FIT' � 5.125x18 66.140 12.685 2490.750 Lj TZ 2- Is GT -9 -, Urt-j- = CO 12- (, 03 0) ' -, IS k// 29 VJ) ----------- -3-3,o' I CJ C4 CJ CIJ V4 GT-� Tl 4 WT(,; 35/2- os 0) RL. JrSOk -2A GL b',' I ot b (0/-, ;°1'4 pig (0/7- .orb Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530 893-0532 Title : Dsgnr: Description Scope : Job # Date: 3:11 PM, 5 MAR 03 Kew �-wuuu Page 1 User: KW -0604815, Ver 5.6.0, 2 -sea -2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software f:\ec55 data\quigley.ecw:Calculath Description H-1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 Section Name Prll 3.5x11.875 / Beam Width 300 in Beam Depth 11.875 in Member Type Fb Base Allow Bm Wt. Added to Loads Load Dur. Factor 1.250 Beam End Fixity Pin -Pin Wood Density 35.000pcf Center Span 20.00 ft .....Lu 0.00 ft Left Cantilever ft .....Lu 0.00 ft Right Cantilever ft .....Lu 0.00 ft Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi Full Length Uniform Loads Center DL 91.00 #/ft LL 104.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 20.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.413 : 1 Maximum Moment 10.3 k -ft Maximum Shear * 1. Allowable 24.8 k -ft Allowable Max. Positive Moment 10.26 k -ft at 10.000 ft Shear: Max. Negative Moment 0.00 k -ft at 20.000 ft Max @ Left Support 0.00 k -ft Camber: Max @ Right Support 0.00 k -ft Max. M allow 24.85. Reactions... fb 1,496.02 psi fv 66.92 psi Left DL Fb 3,625.00 psi Fv 362.50 psi Right DL Deflections Beam Design OK 5 2.8 k 15.1 k @ Left 2.05 k @ Right 2.05 k @ Left 0.000in @ Center 0.559in @ Right 0.000in 1.01 k Max 2.05 k 1.01 k Max 2.05 k Center Span... Dead Load Total Load Lett Gantnever.., ueao Loaa i otai Luau Deflection -0.373 in -0.756 in Deflection 0.000 in 0.000 in ...Location 10.000 ft 10.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 644.1 317.52 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.559 in ...Length/Deft 0.0 0.0 @ Left 0.000 in . @ Right 0.000 in Stress CaIcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 10.26 k -ft 33.95 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.78. k 2.78 k Area Required 7.672 in2 7.672 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 2.05 k Bearing Length Req'd 0.902 in Max. Right Reaction 2.05 k Bearing Length Req'd 0.902 in 1.01 k Max 2.05 k 1.01 k Max 2.05 k Center Span... Dead Load Total Load Lett Gantnever.., ueao Loaa i otai Luau Deflection -0.373 in -0.756 in Deflection 0.000 in 0.000 in ...Location 10.000 ft 10.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 644.1 317.52 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.559 in ...Length/Deft 0.0 0.0 @ Left 0.000 in . @ Right 0.000 in Stress CaIcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 10.26 k -ft 33.95 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.78. k 2.78 k Area Required 7.672 in2 7.672 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 2.05 k Bearing Length Req'd 0.902 in Max. Right Reaction 2.05 k Bearing Length Req'd 0.902 in Max Moment Sxx Req'd Allowable fb @ Center 10.26 k -ft 33.95 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.78. k 2.78 k Area Required 7.672 in2 7.672 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 2.05 k Bearing Length Req'd 0.902 in Max. Right Reaction 2.05 k Bearing Length Req'd 0.902 in Frank M Glazewski - Architect Title: Job # 1370 Ridgewood Drive Suite 10 Dsgnr: Date: 3:12PM, 5 MAR 03 Description Chico, California 95973 530-343-4630 Scope: fax 530 893-0532 Rev: 560000 Page 1 User: KW -0604815, Ver 5.6.0, 2.5ep-2002 General Timber Beam f01983-2002 ENERCALC Enoineerinq Software f:\ec55 data\quigley.ecw:Calculatlons Description H-2 General Information �_ Calculations are designed to 1997 NDS and 1997 UBC Requirements' Section Name Prll 3.5x1175 Beam Width .500 in Beam Depth 11.875 in Member Type Fb Base Allow Bm Wt. Added to Loads Load Dur. Factor 1.250 Beam End Fixity Pin -Pin Wood Density 35.000 pcf Summary Center Span 10.00 ft .....Lu Left Cantilever ft .:...Lu Right Cantilever ft .....Lu Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi Span= 10.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin uea Loaa Max Stress Ratio 0.300 : 1 vcau v'�0.000 Maximum Moment 6.2 k -ft Maximum Shear * 1.5 Allowable 24.8 k -ft Allowable 4.760 ft Max. Positive Moment 6.16 k -ft at 3.120 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 10.000 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft 0.000 in @ Center Max. M allow 24.85@ Reactions... Right fb 898.39 psi fv 108.86 psi Left DL 1.77 k Max Fb 3,625.00 psi Fv 362.50 psi Right DL 1.01 k Max Deflections 0.00 ft 0.00 ft 0.00 ft Beam Design OK 4.5 k 15.1 k 3.52 k 1.79 k 0.000 in 0.090 in 0.000 in 3.52 k 1.79 k Center uea Loaa iota! r LenDeflecl vcau v'�0.000 Deflection Defle t 0.060 in -0.112 in on 0.000 in in ...Location 4.760 ft 4.720 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,011.0 1,073.31 Right Cantilever... 2.31 k Camber ( using 1.5 • D.L. Defl ) - 6.383 in2 Deflection 0.000 in 0.000 in @ Center 0.090 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.545 in Max. Right Reaction 1.79 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 int 1.000 Rb 0.000 Cl 0.000 El Max Moment Sxx Req'd Allowable fb @ Center 6.16 k -ft 20.39 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.52 k 2.31 k Area Required 12.482 in2 6.383 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 3.52 k Bearing Length Req'd 1.545 in Max. Right Reaction 1.79 k Bearing Length Req'd 0.788 in El w1�= ,oNoksf 9.0' i CO (D (C LLI LLI W Il!W1i =-r= V7 0(f} OC?C, �7 c7 U C\, N N lAl fC • 4nF Floor framing Number: 06109 9 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ-Beam(TM) 6.05 Serial Number: 7002106109 User: 2 3/6/03 12:43:25 AM Page Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -7/8 i -s -I v r4o El -I❑ SVAO 0 9.4.. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead, 5.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 373 / 140 / 0 / 513 2 Stud wall 3.50" 2.25" • 373/140/0/513 Detail Other A3: Rim Board 1 Ply 1 1/4" 0.8E TJ -Strand Rim Board® A3: Rim Board 1 Ply 1 1/4" 0.8E TJ -Strand Rim Board® -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: iZ Igo -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Quigley residence Copyright ° 2002 by True Joist, a Weyerhaeuser Business TJIm and TJ -Beam" are registered trademarks of True Joist. e -I Joist'.Pro" and TJ -Pro" are trademarks of Trus Joist. \\Vaio\d\Frank\03-027 Glenn Quigley\floor.sms OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com Maximum Design Control Control Location Shear (Ibs) 490 -481 1120 Passed (43%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 490 490 1016 Passed (48%) Bearing 2 under Floor loading Moment (Ft -Lbs) 1093 1093 2839 Passed (39%) MID Span 1 under Floor loading Live Load Defl (in) 0.069 0.223 Passed (U999+) MID Span 1 under Floor loading Total Load Defl (in) 0.095 0.446 Passed (0999+) MID Span 1 under Floor loading TJPro 52 30 Passed Span 1' iZ Igo -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Quigley residence Copyright ° 2002 by True Joist, a Weyerhaeuser Business TJIm and TJ -Beam" are registered trademarks of True Joist. e -I Joist'.Pro" and TJ -Pro" are trademarks of Trus Joist. \\Vaio\d\Frank\03-027 Glenn Quigley\floor.sms OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com �T Floor framing "6er:700` 06109 9 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ-Beam(TM) 6.05 Serial Number: 7002106109 PageEngin 12:43:28 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8, 11.00" Max. Vertical Reaction Total (lbs) 513 513 Max. Vertical Reaction Live (lbs) 373 373 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 481 -481 Max Shear (lbs) 490 -490 Member Reaction (lbs) 490 490 Support Reaction (lbs) 513 513 Moment (Ft -Lbs) 1093 Live Deflection (in) 0.069 Total Deflection (in) 0.095 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 131 -131 Max Shear (.lbs) 134 -134 Member Reaction (lbs) 134 134 Support Reaction (lbs) 140 140 Moment (Ft -Lbs) 298 PROJECT INFORMATION: Quigley residence Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TJ10 and TJ-Beamm are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. \\Vaio\d\Frank\03-027 Glenn Quigley\floor.sms OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-3434630 Fax :530-893-0532 frankgla@aol.com 13 (f; (") V: CNI ilc' 1-0 ctp 0 c PaxC 030 4- 9(,0 IS) 4- G�Z C OS -O)-: C, c k =Sam 6-0 - CONC_RW B 11:36 PM ------------------------------------------------------------------------ Rev 11-16-02 Concrete retaining wall 3/ 5/03 Description >>Retaining wall at front of house »4'-0" retained ------------------------------GENERAL DATA ------------------------------- Wall type > 2 1 => Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight' > .110 kcf -------- 7 ------------------------ LOADING --------------------------------- wdl Wdl minimum > .000 kips/ft Wdl + Wll maximum > .855 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge > .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height 3 --------------------------------------------- .000 4 3.000 .000 feet Input surcharge height > :000 feet Uniform lateral load > .000 ksf Seismic/wind w lateral at top of wall > .000 k/ft w lateral at bottom of wall > .120 k/ft w lateral at bottom of footing > .150 k/ft -----------------------ALLOWABLE ***Soil*** DESIGN STRESSES ------------------------ Class of materials > 4 Allowable passive (vert.) > 1.500 Allowable passive (horiz.)> .150 Lateral sliding coeff. > .250 ---Concrete--- f'c > 2.500 ksi fy > .40.000 ksi Es > 29000000psi m > 18.824 ksf ksf/ft depth Input 1.000 .100 .250 I c6i;) -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 4.000 .300 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment b*d"2 M Factor Mu Mn As 1 108.000 .320 1.700 .544 .604 .082 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 ----------------------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .180 in -2 pb .031 Vert. As min. > .108 in -2 0.75pb .023 Calculated Asreq.> .082 in -2 Asmax. .835 in -2 Vertical Horizontal #4 at 18 in. o.c. #4 at 13 in. o.c. #5 at 18 in. o.c. #5 at 18 in. o.c. #6 at 18 in. o.c. #6 at 18 in, o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 -at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in -2 Vert. As min. > .000 in^2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > . .000 in -2 Vert. As min. > .000 in"2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c: #5 at 0, in. o.c. #5 at 0 in. o.c. #6 at 0, in, o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ----------=-------------------FOOTING DATA ------------------------------ Toe length > 1.000 feet Safety factor > 1.696 Heel length > .500 feet Soil pressure > 1.094 Minimum footing length > .000 feet Actual footing length (L) > 2.000 feet Footing depth > 12.000 Inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > y Overturning moment (OTM) > .625 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 1.250 feet .000 ft -kips Wdl+Wll .855 kips 1.250 feet 1.069 ft -kips Segment 1 .300 kips 1.250 feet .375 ft -kips Segment 2 .000 kips 1.250 feet .000 ft -kips Segment 3 .000 kips 1.250 feet .000 ft -kips Soil .220 kips 1.750 feet .385 ft -kips Ftg .300 kips 1.000 feet .300 ft -kips ------------------------------------------------------------------------ EWdl min> .820 kips EMdl min> 1.060 ft -kips EWdl+Wll> 1.675 kips EMdl+Mll> 2.129 ft -kips Check safety factor against overturning: EMdl min:/OTM > 1.696 > 1.5 <OK> Eccentricity (e) > ..102 feet <A/2-(EM-OTM/EW)> L/6 > .333 feet L' > 2.693 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.094 ksf <EWtl/A + 6*Wtl*e/A^2> Minimum soil pressure > .581 ksf Mbase > .454 ft-kips/ft ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design Reinforcing ------------------------------------ ----------------------------------- Heel length > .500 feet #4 at 48 in. o.c. M > , .055 ft -kips #5 at 48 in. o.c. d > 12.000 inches #6 at 48 in. o.c. As min. > .003 in"2 #7 at 48 in. o.c. #8 at 48 in. o.c. Toe design Toe -length > 1.000 feet Max soil pressure> 1.094 ksf At face of wall > .688 ksf M max. > .479 ft -kips d > 12.000 inches As min. > .030 in -2 ------------------------------------ ----------------------------------- Reinforcing #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8. at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ---= --------------- As required = Area *-.002 As min. > .576 in -2 ni 3 #4 bars 2 #5 bars 2 #6 bars 1 #7 bars 1 4 #8 bars ni l9 ----------------------------- LATERAL SLIDING ---------------------------- Rt > .000 kips/ft •Rb > .375 kips/ft Calculate Wdl * friction coefficient: Lateral sliding resistance > .205 kips/ft For class 5 soils: Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .150 Consider footing for passive resistance? y Lateral passive pressure provided > .075 kips/ft ------------------------------------------------------ Net resistance provided .by footing only > .280 kips/ft Concrete slab at base of wall ? > n Thickness >. .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft ------------------------------------------------------ Total resistance > .280 kips/ft Factor of safety ksf/ft depth <Footing only> <Footing only> > .747 No good! Shear key required! Shear key must provide additional > .283 kips lateral resistance Calculate equivalent depth of key based on overburden: Bearing pressure (p) / soil weight Equivalent depth of shear key > 3.727 feet <Maximum 151> Allowable passive pressure > .559 ksf <at base of key> Allowable passive pressure > .634 ksf <at bottom of key> Shear key required depth > 6.000 inches Shear key moment > .076 ft -kips Shear key thickness > 12.000 inches d > 6.000 inches As min. > .010 in -2 #4 at 48 in. o.c. 45 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ------------------------------------------------------------------------ ri LA fey C, I Arx 4 6 ; - d -V 21 jVllind;design va ues7 Urnfo BuildingC '67-04 a 16„H ; Exposure; B Importance factor;t,1:00i` Basic wind speed; 75.00 mph qs psf Roof pitch; e5'QQ', ; in 12 angle 22.62 degrees PRIMARY FRAMES AND SYSTEMS Direction Ht. <0'-155 <205 <255 <305 <405 Ce 0.62 0.67 0.72 0.76 0.84 WALLS Cq Windward walls; 0?80 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls; '0 8'00N 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF Wind perpendicular to ridge; Leeward or flat roof; 7!0:70 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 2:12 to less than 9:12 -�0 90 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total;- 0.0090 0.0095 0.0104 0.0110 0.0122 Wind parallel to ridge and flat roofs ;7,,- 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; 120 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; :20r 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures;1;z6.0 ' 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 30 " 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures; Slope < 7:12; * 130 0.0117 0.0126 0.0136 0.0143 0.0158 Outward E 1 30 0.0117 0.0126 0.0136 0.0143 0.0158 Outfin Slope 7:12 to 12:12; Slope >12:12; Use wall values Partially enclosed structures; Slope <2:12; 170"'. 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; j 1 0 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12;,10 80,. 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; :.1, 70,E 0.0153 0.0165 0.0177 0.0187 0.0207 Outtiin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners; 1,504 0.0135 0.0146 0.0157 0.0165 0.0183 Outward `x.120. 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 H21-6 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. M2180� 0.0252 0.0272 0.0292 0.0309 0.0341 Upward ZZ Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factorf1:0 OR System description: (Table 16-N) 1a. Wood structural panel walls... R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor h,X20 6,00 feet Input Cv from table 16-R: Input Nv from table 16-T: CV d54t9 Nv Input Ca from table 16-Q: Ca Calculate numerical coefficient CT: Building frame system: ' I Wood framed and all other buildings CT 0.020 For all structures, the value T may be approximated from the following formula: T = CT (h,)" 0.19 sec: (30-8) The total design base shear shall be determined per UBC 1630.2: V=[(C,*I)I(R*T)]xW= 0.52 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)IR x.W = 0.164 W ` (30-5) The total design base shear shall not be less than the following: V = 0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)IR (W)= 0.044 W F = 0.164 W Design factor for structure T-7 IN oe 3 1, VJZ 6-99(oocfs):- CA&T wes7— t', wH w3 �i 2�r 33� jai I o I z6 o}(mak( W ; ((0,2 oIZrD t 5 oOc(S-)"0(09= ,, SC ou91) = . (-3 S k� wS - C(z+I� ,01Z6 ; `f, 16 (0o9S) = , ( 0 c Pf: 12(S),S o IS-) 1+.- 7-) ,s$� Pz 3,S3 —.-c* C"! &2rl� T- 4 vii: +,o/o) ITI 63C f lLot 1)), - W3 = (9 (,Ojq+,O(O P3 PH s (7"5)- 0( 'ICISIL 1, 3q--(- 0 S 0,71 (,.u-rJvOIs, Mark Description 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 2 318" cdx plywood with 8d nails at 4",12" o.c. 3 318" cdx plywood with 8d nails at 3",12" o.c. 4 112" cdx plywood with 10d nails at 6",12" o.c. 5 112" cdx plywood with 10d nails at 4",12" o.c. 71 6 112" cdx plywood with 10d nails at 3",12" o.c. 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. 12 718" 3 coat portland cement plaster. No. 11 GA., 1-1/2" Long, 7116" head or No, 16 GA. Staple, 7/8" legs at 6" OIC max. Commons'' Boxnails;s TQM WHWN RP 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 , 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. 0 Wall line analysis Shearwall Summary Date 3/5/03 Description; lQuigley residence —71 Level; Main , Line; P lateral 4.000 kips Total wall length; 22.750 feet Wall framing species; HF Side 1; Side 2; Description: 3/8" cdx plywood with Eld nails at 6", 12" O.C. 0.762 feet None 0.134 kips/each Mark v cap 1 0.213 kips/ft 13 0.000 kips/ft Shearwall v; 0.176 kips/ft OkI v allow; 0.213 kips/ft If user -defined SW used 0.000 kips/ft Description; v allow Sill nailing; Applicable? 0.134 = 0.762 feet 16d sinker good for 0.134 kips/each 0.176 �(j�ai at 1",9 inc lies o.c. at SW Anchor bolts; 0 Applicable? Design v 0.176 kips/ft ❑ 3 x Sill plate? F-1 Double anchor bolts? 0.730 = 4.152 feet 0.176 1/2" dia. good for 0.730 kips/each ri'lg" — �In6h6sjo6c. max., Blocking/top plate; Applicable? Connector A35 0.450 ps/each Length of attachment; 58.00. ]feetiq c:b -& Design v; 0.069 kips/ft �qq,Qneqtor§, 4.8 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; El Applicable? v 0.176 kips/ft 'A35 at 1. - I . " ..0 inches o.c. max. Page 1 Line geometry Date 315103 Shearwall summary Line geometry and collector forces 719 Page 1 Quigley residence Level Main Line B+C V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. , Wall Opening 4.00 0.07. Force 5.00 w 5.00 y 4.00 0 4.00 y 0.520 5.00 01 5.00 y 0.233 6.00 0 ., 6.00 y " -0.125 s s 'D1 4.00 o .; ; _ 4.00 y -0.556 W6 4 - 4.00 0 4.00 y -0.843 4.00 0 4.00 y -1.130 6.00 0 6.00 y -1.417 17.75 w 17.75 y -1.847 0.000 0.000 0.000 0.000 { 0.000 R K, 0.000 0.000 0.000 0.000 0.000 0.000 R 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 22.75 33.00 Maximum collector force; 1.847 kips 16d nail good for; 0.115 kips/each Splice; 16 16d nails, where used Page 1 Wall stability Level Main Line B+C Assembly dead loads; Roof; Sksf ksf Floor; ksf Wall; Stability details 0.176 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Date 315103 Shearwall Dead load trib. Lengths U � Nd ECL Holdown ., OOCO 4� O N D O 5.00 9.00 9.00 0.090 7.9 1.0 4.50 1.56 1.56 Z 7 17.75 9.00 9.00. 1.6.00 0.314 28.09 44.52 17.25 -0.69 -0.69 No ties required Page 1 Wall line analysis Shearwall Summary Date 3/5/03 Description; lQuigley residence Level; Main Line; �D P lateral 4.320 kips Total wall length; 14.750 fw[ Wall framing species; HF Shearwall; Description; Mark v cap Side 1;2 0.312 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. � None Shearwall v; 0.293 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑� Applicable? 0.134 = 0.458 feet 16d sinker good for 0.134 kips/each 0.293 ;16d. nails ata , , 5 inches o.c. at SW Anchor bolts; 0 Applicable? Design v 0.293 kips/ft ❑ 3 x Sill plate? -1 Double anchor bolts? 0.730 = 2.492 feet 0.293 112" dia good for 2`t 0.730 kips/each y,:inches o.c.,max..= Length of attachment; Design v; 44.00 feet 0.098 kips/ft 0--- fel �ti' Connectorsw ` 48a.?z; inches o.c. max.. 14 :...... Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.293 kips/ft V5 at 0 inches o.c. max. Page 1 Line geometry Date 315103 Shearwall summary Line geometry and collector forces Quigley residence Level Main Line D Total lengths 14.75 40.75 Maximum collector force; 1.357 kips 16d nail good for; 0,115 kips/each Page 1 y Splice; 12 16d nails, where used V1 v, V2 vz V3 v3 V4 v4 Segment Desc. Wall I Opening 1A.32 10.08: Force 4.50 0 4.50 y 5.00 0 5.00 y -0.350 9.75 w 9.75 1/ y -0.739 7.50. o, , :, 7.50 y 1.357 14.00. o . ,:' 14.00 " 'y 0.773 4.75 0 4.75 y -0.316 5.00 0 5.00 - y -0.686 5.00 w 5.00 y -1.075 Total lengths 14.75 40.75 Maximum collector force; 1.357 kips 16d nail good for; 0,115 kips/each Page 1 y Splice; 12 16d nails, where used Wall stability Level Main Line Assembly dead loads; Roof; qO-00,110, ksf Floor; ksf Wall; ksf 33 Stability details D v 0.293 kips/ft Design controlled by; Seismic' Dead load reduction factor; 0.900 Date 3/5/03 Shearwall Dead load trib. Lengths C" CU rn .—. o `o ig n~ C N Y N Y c' U E O '~ N ;a Holdown C O Cn O O O Cj O N LQf O O 9.75 9.00 9.00 0.090 25.7 3.9 9.25 2.40 2.40 HTT16/2-2x4 5.00 9.00 9.00 0.090 13.18 1.01 4:50 2.73 2.73 HTT1612-2x4 • b Page 1 -�4 Wall line analysis Shearwall Summary Date 315/03 Description; jQuigley residence Level; Main,. Line; 0 P lateral 3.370 kips Total wall length; 20.000 feet Wall framing species; HF Shearwall; or bolts; Design v 0.169 kips/ft [:13 x Sill plate? ❑ Double anchor bolts? 0.730 = 4.332 feet q,/, 0.169 1/2" dia. good for 0.730 kips/each A l/2" dia at 1. ru' inches,o.c..max. Blocking/top plate; ❑Q Applicable? Connector H1 0.485 kips/each Length of attachment; ".t,,24.'00. feet Design v; 0.140 kips/ft Z.•`�� (Connector's F. ' ,inches o.c. max. ate; LlApplicable? v 0.169 kips/ft A35 at 0 inches o.c. max. Page 1 Description; Mark v cap Side 1;3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.169 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow ° 0.000 h kips/ft Sill nailing; LlApplicable? 0.134 = 0.795 feet 16d sinker good for 0.134 kips/each 0.169 16d nails at 16 inches o.c. at SW or bolts; Design v 0.169 kips/ft [:13 x Sill plate? ❑ Double anchor bolts? 0.730 = 4.332 feet q,/, 0.169 1/2" dia. good for 0.730 kips/each A l/2" dia at 1. ru' inches,o.c..max. Blocking/top plate; ❑Q Applicable? Connector H1 0.485 kips/each Length of attachment; ".t,,24.'00. feet Design v; 0.140 kips/ft Z.•`�� (Connector's F. ' ,inches o.c. max. ate; LlApplicable? v 0.169 kips/ft A35 at 0 inches o.c. max. Page 1 � � or bolts; Design v 0.169 kips/ft [:13 x Sill plate? ❑ Double anchor bolts? 0.730 = 4.332 feet q,/, 0.169 1/2" dia. good for 0.730 kips/each A l/2" dia at 1. ru' inches,o.c..max. Blocking/top plate; ❑Q Applicable? Connector H1 0.485 kips/each Length of attachment; ".t,,24.'00. feet Design v; 0.140 kips/ft Z.•`�� (Connector's F. ' ,inches o.c. max. ate; LlApplicable? v 0.169 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Date 315103 Shearwall summary Line geometry and collector forces Level Main Quigley residence Line 2 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc: Wall Opening 3.37 0.06 Force 10.00 w 10.00.' y 4.00 0/ 4.00 y 1.094 10.00 w 10.00 f 33.00 Y. ', 0.857 1 1.951 33.00 0 • Y. 9-9 Total lengths 20.00 37.00 Maximum collector force; 1.951 kips 16d nail good for; 0.115 kips/each Splice; 17 16d nails, where used Page 1 Wall stability Level Main Line 2 Assembly dead loads; Z Roof; :0:014' ksf Floor; 0.011 ' ksf Wall; 0.010 ksf Stability details v 0.169 kips/ft Design controlled by; Wind":` Dead load reduction factor; 0.667 Date 3/5/03 Shearwall Dead load trib. Lengths Z � � EO -2 oo F- �CL) Y $ Holdown °' N = LL v d -0' i� v t- 0 a 10.00 10.00 10.00 0.100 16.9 3.3 9.50 1.54 1.54 HTT16/2-2x4 . s.` 'u. Page 1 33 Wall line analysis Shearwall Summary Date 3/5/03 Description; Quigley residence Level; Main, Line; 0 P lateral 1.600 kips Total wall length; 13.000 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � None � Shearwall v; 0.123 kips/ft Ok! v allow; 0.213 kips/ft If user -defined SW used; Description " M v allow ;0:006 kips/ft Sill nailing; Q Applicable? 0.134 = 1.089 feet 16d sinker good for 0.134 kips/each 0.123 16d;nails at "'13'• Inches o.c. at SW Anchor bolts; (D Applicable? Design v 0.123 kips/ft [:13 x Sill plate? ❑ Double anchor bolts? 0.730 = 5.931 feet 0.123 1/2" dia. good for G 0� 0.730 kips/each inches o.c.•max. Blocking/top plate; U Applicable? Connector Iw 0.485 kips/each Length of attachment; '36.00 jfeet ; Design v; 0.044 kips/ft zE ruches o c .max. ,, Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.123 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Date 3/5/03 Shearwall summary Line geometry and collector forces Quigley residence Level Main Line 3 V1 v, V2 vz V3 v3 V4 v4 Segment Desc. Wall Opening 1.60 0.04 "` Force 20.00 00.00 y 3.00 0 3.00 y -0.889 13.00 .w 13.0 � y ; -1.022 4 0.000 0.000 0.000 0.000 0.000 c 0.000 ` 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • 0.000 r 0.000 �. 0.000 i 0.000 ,• : 3 i 0.000 '. 0.000 0.000 Total lengths 13.00 23.00 Maximum collector force; 1.022 kips /16d 16d nail good for; 0.115 kips/each Splice; 9 nails, where used Page 1 4y/ 37 Stability details Date 3/5103 Wall stability Level Main Line 3 v 0.123 kips/ft Assembly dead loads; Design controlled by; Roof; =0.014,' ksf lWihd Floor; 0:011': ksf Dead load reduction factor; Wall; 0.010> ksf 0.667 Shearwall Dead load trib. Lengths O c v v c U E YCL J N CD CU Holdown O C d 13.00 9.00 9.00 0.090 14.4 5.1 12.50 0.88 0.88 HTT1612-2x4 Page 1 FRANK M..GLAZEWSKI Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 5301343-4630 5301893-0532 fax May 27, 2003 County of Butte Building Division 7 County Center Drive Oroville, California 95965 Attn: Building Official Re: Quigley residence Permit No. 03-0820 In response to your plan check list dated May 22, 2003; Item 1- This keynote indicates an SSTB16 Item 2 This note is an oversight. This detail has been corrected — see attached. Item 3 1 have attached general notes regarding trimmers. Please include these as part of the record set of drawings. Item 4 Where shearwalls occur at cripple wall conditions, sheath cripple wall with noted shearwall to mudsill. Where shearwall is only part of the wall length at any gridline, sheath remainder of wall with SW -1, typical. Refer to attached detail A. Item 5 Please refer to attached truss review letter. Note that the collector at grid C has been revised. I have attached a detail indicating how this will be addressed. (Detail B). questions, please feel free to contact this office. V� '�M• UlF� F� No. C-27470 �¢ 'PQ. 9i�C• Fk pf 08- oO� C NO PLYWOOD OINTS ALLOWED PHIS ZONE �VL RIM NEARPLY - E PLAN w oc a s In x gx PT MUDSILL EE PLAN FOR SIZE AND SPACING OF WNCHOR BOLTS. _Z s F.G. ta N.G. EN EN EN EN IF HEIGHT OF STUDS IS LESS THAN 14, PROVIDE SOLID BLOCKING OR PLYWOOD SHEATHING. IF GREATER THAN 4', FRAME WITH STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. 2x CRIPPLE FRAMING (VOTE: � v �� � t2747FER TO TYPICAL PERIMETER 0 OTING DETAIL FOR ADDITIONAL 22 INFORMATION. ��` �p �7 IF PLYWOOD BREAK MUST OCCUR IN THE ZONE 9�F 06'3, ROHIBITED ABOVE, BREAK PLYWOOD IN THE F CA�-� IDDLE 1/3 OF THE RIM JOIST AND PROVIDE .N. TO PLYWOOD AT EACH SIDE OF BREAK. rX PERIMETER AT CRIPPLE WALL X-XX I REV: 05-25-03 F_103_B SCALE: 1" = 1'-0" ' CONTINUOUS CS14 STRAP - NAIL AT EACH END WITH 14- 8d NAILS. NAIL ELSEWHERE WITH 8d AT L° O.C. -2 x 4 BLOCKING 6,10 1 TYPICAL ROOF TRUSS/RAFTER 2 x L BLOCK - TYPICAL OF 2 14° NAIL CSIL STRAP AT BOTH ENDS 1 14- 8d NAILS C-27470 f of cA���. X DRAG STRUT X -X REV: 0I -I6-99 S_203_A SCALE: 1" = 1'-0" PROVIDE FULL BEARING UNDER ALL BEAMS. HEADERS. GIRDER TRUSSES. ETC. MATCH WIDTH OF FRAMING MEMBER ABOVE AND THICKNEiSS OF WALL. IN NO CASE SHALL BEARING UNDER A STRUCTURAL MEMBER BE LESS THAN A SINGLE 2 x 4. REFER TO PLANS FOR SPECIFIC TRIMMER REQUIREMENTS. WHERE REQUIRED. N n y r m z O z m 10'-0". MAX. N n D r m � N = u .i O ru) I � N W N Oma m;U I -IOz mD O 70 70�D U0 m < N�N z70 _ i m m < „D N I to m � -° I N OD I z O _ I N � OD � N 1 Z I Cp ------------- ----- ---------- m V13 1 11 -------- ---------------- z 1 U,Ul N m c OD0-0 AM z> 0 �N NN x m' N -0 N n _ oz `r4 - u � C7 w � II 0 _igley residence .tte County, California �ssl 61e //O'I ve- Ald Ed v Com °..�. J-%PPR0V1L, Bund County Environmental He lth ?qpt pad tbdr-1 I Hwy--�-v-- Ci„Ind.CreT) CRT Foo k v:,\� 1 L�T� �v,2sATM—) C1 w:.\4 G-0 CL. -j /•A k SS) o� v \ iv -e. I,� ►.,� 2�Q —O.Ae� ?0i• S A -e BUILDER NOT RESPONSIBLE FOR CONCRETE' SHRUB- BERY AND / OR UNDERGROUND OBSTRUCTIONS IN l ACCESS 1 THE UNDERSIGNED APPROVES THIS WORKING PLAN AND SCKNOWLEDGES RECEIPT OF A COPY: POOLS BY JAY e I84- DLZ-DJ I i (p Qom• SALESMAN HOME OBUSINESS DRAWN BY CHECKED BY G POOLS BY JAY ---.-.---.--Pools and -Spas _-.____.__ Construction • Service . Supplies Con. Lic. #738866 530-846-4439 P.O. Box 1137 Jay Chesson Gridley, CA 95948 POOL SPECIFICATIONS SIZE 14 x 29 PERIMETER S -p AREA 327-0sq. ft. DEPTH'113-TO CO VOLUME I li 060 GALS. CONS UCTION SPECIFICATIONS RAMP HALL EEP SWIMOUT x LOVESEAT _f' x_A.-&L_ WALKOUT 9 x y EXCAVATION (COPINGICANTILEVER) FENCE: DOWN BY ?r3 S UP BY _A_�T HOURS OF GRADING — LOADS TO DUMP STUMPS LEAVE/HAUL.CONCRETE: REMOVE sq. ft STEEUGUNIT MLE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM FT. x — height RAISED BOND BEAM FT. x '- height DECK TIES ''� TILS _Skm��a✓ c1 COLOR OF PLASTER VJWyF' c� CAP FOR BOND BEAM. 1 , I AVe- e CAP FOR RAISED BOND BEAM _ SPA — x LENGTH OF DAM CAP FOR DAM SPILLWAY PLUMBING SPECIFICATIONS POOL: NO. OF RETURNS --g- MAIN DRAIN SIZE SIZE OF SUCTION UNE FROM SKIMMER ?� SLIDE FILL LINE3AgFOUNTAIN LINE ft. SOLAR HEAT"rs � POOL CLEANER— REVERSE FLOW PLMG. ' l �-'DIV. BRD. - PRONG JIG SPA MAIN DRAIN SIZE' • ' NO.OF JETS LIGHT' RETURN —f -VALVE TYPE UTILITIES Pt3� ELECTRIC BY GAS BY ._ a POOL DECKING (CANTILEVER S'L) d. 0. FT. TYPE FINISH C001 OLIO_'. L FOOTINGS x xMASTIQ DIVIDERS: TYPE '� DRAINS I RISERS POOL EQUIPMENT FILTER: TYPE. 'h)A SIZE PUMP:TYPE Wpftl_ SIZE HP HEATER: TYPE SIZE b0d8TI I BLOWER:TYPE SIZE AMPS POOL CLEANERTYPE S Q 5<0 SEPARATION TANK '- POOL ACCESSORIES LIGHTS: POOL_I SPA � LENSE KIT BOARD 'BOARD STANDARDS SLIDE - STRTJLCIRC COLOR r - GRAB RAILSJSTEPS="'GADDER '"HANDRAIL `VACUUM HEAD AND FEET OF HOSE MAINTENANCE KIT AND POLE MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: _- -- LlLH .:,:tlx 1 l 1