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040-590-006
r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovi6le, Californic, 95965 • Telephone (530) 538-754 PERMIT �N . (Rev. 12/96) APPLICATION AND PERMITy- ASSESSOR PARCEL NUMBER 040-5907006 ZONING A-20 BUILDING PERMIT OWNER SILVA JOHN & SHARI TELEPHONE 865-3243 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 24920 MOLLER AVE. ORLAND 95 2371 'R 198 034-00 791 U 238.00 CONTRACTOR'S NAME OWNER i- TELFPNONE 26-3517 775 C 10,075.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 152,347.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 825.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 536.25 BUILDING ADDRESS 9890 JONES AVE. D Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1,404.25 LAT NO. 6 SUBDNLSIONS NAME �u�ur sub _ 11-6-89 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 24.00 Solar or heat pump water heater 23.00 Water piping Water 15.00 15.00 as water heater or vent 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N&I SF W2' GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15/00 Mobile Home I S I G I W @20.00 PERMIT FEE $ FLOOD' AE, 0520C , ELECTRICAL PERMIT Fling •Fee 20.00 Main Service noon OR mss 1 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.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLAS. so 3.50FT. 110. 70 pESID. ANCHOtmFr 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET DR FIXTURES BAL @':so NS Ex. Occup. GuT>tis PRL.16,DER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 15 3.70 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date q/7/i Signa ure of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 115.00 15.00 Cooling 1 15.00 15.0 Hood 1 6.50 6,50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 U CONST. TYPE TOTAL FEE $ 1,824.45 HAz __ E IMP FLooD CDP _ PA/RELsuE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date EXPIRES Det Receipt No. 3 7 0 *3 07 A27�RMIT WHITE•D.D.S.-B.D. CANARY -A R PINK -INSPECTOR GOLDEN RO -APPLICANT "�+�"�"�i'j+S{ �.,. `' . �nr�`+a.a,.i.r�-s•r:zw�f-ryi"""';�" r`�-.;:;.T �•.�.i '"r�•� �1 � ^� 5~ � , � r` ,- .. - "...., � � �. VM s j COUNTY O :BUTTE -DEPARTMENT D JOPMENT 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 cCIN$r3 �3 Proposed Building Use: �1- CQJLCICounter Technician: - Date: tems required in order to apply for a k rmit. 611 boxeZVWST be checked OR marked NA in order ter o apply. ;V* 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans .A� 2. Complete plans, 3 or 4 sets, signed by the preparer of tM plans. :"3. Engineered plans, 3 or 4 sets, with wet signature on plats AND 2 sets of stamped and signed calculations. X- 4. Engineered truss details and layouts in duplicate. Ne axes! 1 " 5. Energy compliance design and supporting documeg `ation in duplicate. �+�•,:� -. ❑ 6. Manufactured homes: (A) Data sheets and ins tallaa$on 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)0oundation 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 ::P7 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 permftg(May require additional plan review upon receipt of the following -items.) 14. Fees as shown on the attached Schedule'of Fees Due Sheet ....................................... J . 15. Statement of Intent for Non -heated and A/C Buildings......` ............................ ... �.. 6. Sanitation and plot plan approval from the Environmental Health Department in4-0 C Q 17. City of Chico Plumbing.p"ermit........................................................................ ❑ 18. California Department of Forestry plan approval O paid. Sent. by: ...................... ❑ 19. -Planning approval for (A) Use: C>k, (B)Parking: . (C) Parcel Check: -3 --2 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ................................ 0&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. 3wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ED -)L7. 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 SSI? and hold'for pickup. I have been informed of the above items and requirements for obtaining a.building permit. t y P licant: O` Date: -317119 ,, •� 1. Index permit application for"the�above items numbered: I -f ._ Ian Check Letter 2. Additional items required 11-tui Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ coun�er, by Date: _ Contractor, designer, owner, was advised of the -ab ve data by ❑ phone, ❑maij; •❑ counter, by Date: Plans reviewed by: �/�c. Date: Plans approved; by: Date: Structural reviewed by: Pam Date: J 3 Structural approved by: Date: p Note transfer by: Date: Yellow: Building Division ."': IL4 8 E.H. USE GAILY 1 Aot Plan Artachod Floor Nan lzpcha , TO:. Building Department FROM: ' Environmental. Health ` SUBJECT: Sanitation Clearance S �/� Owner S Location. AP# Plan Approved for: Sewage Disposal L ----Water Supply: Public . Private Well Clearance for dwelling. Other, -ina c earance O.K. for: ti NOTE: x � s • Environmental Health Specialist Date 8%96 i .. � . • ' . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 n SCHEDULE OF FEES DUE OWNER. I PROPOSED BUILDING USE -L—J S FLU 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee.............�(�ka4 2. SCHOOL DISTRICT FEES n (paid at District Office) _/E 3. SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units r 5 x $360.00 = $gid x $0.03 = $ Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. l RECREATION DISTRICT FEES 'NuAlAQAn!�) 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 .�•��: ' /:�-�/sem .1L0 At time of permit application, I was advised the above fees are r fired to be paid prior to i may be changed during the plan checking process. A.P.# g0_59-006 DATE 31-)13 RECEIPT # DATE REC. 3 k/6Y� 5 -;y of the building permit. These fees AP LICANT � Ada4A ,,Q�-�� ( DSI E -317/ 03 ursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 99,, 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 'BUTTE COUNTY PARK FACILITY FEF PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): 040 -IS90 - 00 Co - Property Owner (s): Project Location/Address: � 99 0 Subdivis'on Name: JLA CXU,-ry, Assessable, Square Footage. Type of Residential Development (check one): New Development- ❑ Afteration'Addition ❑ Mobile Home W�, `-Non-l` 44 omMents:4, Building Division RepresEUative Date Durham Recreation and Park District (DRPD) certifies that ,3;Ivy Applicant Name 9�9,6 -Joy---c-.,s AvQ-, to Residential S(-013- 32A3 - Applicant Phone Number Street Address (14 959 3 k City.State Zi 0 C` Pde has comAl ie With t'ereq ird hhenfs of the Butte Cob nty Board'ofSbporvisors Re' luti'n-No. so 0 93- 114 by payment for 237 1 square feet at $ 1.04 per -square. foot for a total payment of s94 L6. �,-4 DRPD �esentativo PAID BY CHECK No. - BANK No.: q0 -469-S11--. PAID BY CASH: RECEIPT No.: Remarks: 5422J/03 Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE M. BUILDING DIVISION BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District - Building Department No. A.P. Number 11TU _ S I o - DD lD Jurisdiction: [' /� City County Property Owner -John 4 � ha r'< ;') 1.0 Property Location/Address (n '1 () \ N1y W/J VW Subdivision J((,i/YYl Lot No. Q 11 Residential Development ............................................. ....................................................... Sq. Footage I ` � t No:of wmgg Unds; ' Mobile Home. F Installation AdditioN •Supplemental tog, \ j ' Permit (Group R) fir .Conversion' # OR- •(No,foundation'inspection) :........................................................................................:.....A................. _ f Commercial/Industrial ° Sq Footage V j New Addition ) (Including Exterior - f Roofed Areas) 4.)b Building Department Representative Date Plans reviewed by School District Personnel District Identification No. 6.;:23 9 D u RAly4m School District certifies that Jif/1 i 4- 514, ase / S/ C. M ° (Applicant) - 989d yoollS ,9UE- 3A-43 (Street Address) (Phone Number) 4V le 95938 (City) ' (State) (Zip Code) has complied with the requirements of'ResolutionrNo. by'payment of $ S�7.3, 9T representing At-� squarelet < FULL MITIGAT(N,. $ '^ District Representative Paid by Check # % % Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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 c` �� e t. � - � `� . � �' _ , t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -� 7County Center Drrva • Orovillp, Caiifomia 95985 & Telepho30) 536-1541 - p�MAT 140. APPL[GATIf?�dAND PERMIT ne G S'� ss�sP ^ Cid 6 '07 BUILDINGPERMIT �d.,i;�G n in h al n �kG � -3,24' SO. FT, occ. SURZING VAU AnON 1971 o fth o ME= DR swantss 3 V C -U so .9j-111163 X163 -� ME USEOFS�iir UCTURE Duplex D Mobtlebome O Other sir TYPE OF WORK ,H.4 Adm 0 Rwrmdel 0 LW= 0 Cl - - *3 Desz&s Word A 6 *PSWIT FEE P. Alb SR SKcdaFF OTM.. lMOVW P-19COXWC% $ 639,E -r w W Q k 3 e A TO "!'1 m SH TO COMM Valuation Is 3 Fee S 20.00 Fes S'. 00 :heokinFee .C5 3 . S' r Pba Cbe-..leng Fee S OG • 00 PmmrT FIs I s t D 77 aS ERMIT Fiing Feel 20 DO Nater heaterWSO rAr-AL PNMT Fling Fee 2O.DO er or y�5 29.00 oalets 4LDD 3 j{0me 15 1 al Wr I I @20.00 PMT FM rAr-AL PNMT Fling Fee 2O.DO awl= 2m Cm UR � 29.00 mum► tD temt 4LDD E-- • O=JMpunts DR rammsdww F= APPLM OR >x � m 1 LLD Twnporwy SarvL-e MOD Nbbile Horne Fadoas MOD L A,.-. un.;.... to nn PERNn FEE S 5 3 . v ASCHAWCAL PERMIT F�Tng Fee 20.DD Cho / - - /S• vd Hid s.so &, llncrhabd Homs lnstslie5on Fee $ bspezon Fee s (a . Q C> " TO A!- Fr=E $ /� • X4L D CDF !� M LE a b hereby issued under She appr=ble pmavis m ufte County Code and/or Resalufi= b do work above for whi-h fees have been paid By ReaeiptNo. PERMIT EXPIRES ON wwcsE.e_n_r .e_n y e�.u`ur.essssoa Ptw:.uSPBL�OR 6ot.d_1iRp0.l�PPLICANT Date card : PLAN REVIEW RESPONSE FORM 38346 3 g In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLA OWNERS NAME RESPONSE NS. DATE: JO HN (� JI+AA/ C14- VA LOCATION ON PL/A�NS/CALCS: z K �1/ / ;f C4 -(-C S ASSESSORS PARCEL NUMBER PERMIT NUMBER 04-0-5qo--oo6 3-0654 03-0654- RESPONSE FOR PLAN CHECK LETTER DATED: APAr(-- �41, 2-003 PLAN CHECK ITEM # 2 RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PL/A�NS/CALCS: z K �1/ / ;f C4 -(-C S t4 Ctf . Af 2 9"z r ¢ t c3 S A77ACV-6,- COMMENTS:FOU/VPA7-10 �v LOCO VtF p rj �D� �[ - `0P OF C -A- 4 ,-,-. C AZ61i r6D Sim`LZ�pt AW0 AS �cc/iruait/G PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: lV-e� LOCATION ON PL/A�NS/CALCS: z K �1/ / ;f C4 -(-C S COMMENTS:46 � /AC_C ,S � D 1��� �G� -,� ; / . t c3 S A77ACV-6,- PLAN CHECK ITEM # RESPONSE BY: LOCATIONONPLLA+NS/CALCS: D, COMMENTS: 0 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: J MAY -02-2003 08:59 AM JRSIMPLOT April 29, 2003 John and Shari Silva 24920 Mollar Ave. Orland, CA 95963 530 826 3001 P.01 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 030) 539-2140 FAX Assessor Parcel Number; 040-590-006 Building Permit Number; 03-0554 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW R E"SPONS.E FORM. Your complete and clear response will expedite the re -check and approval of this project.. N J3UCTURAL COMMENTS: Provide required flond venting; on two sides of the building. The location and size of each Aeuise4/ v nt must be shown on the foundation plan and on the elevation views of the structure, ou must show the required venting; for the garage and vents must be located on two sid4s, You must chow flood proof construction to a. height of one foot above the base flood 1&,viseW elev ' . n. Steps to house must be of flood proof construction. e energy calculations are incorrect for Orientation because North arrow is incorrect. This parcel is located east of Jones Ay me ano the ouse faces due west. Please provide two sets of iced energy calculations. 4-P�r'S` here i3 a note of the pians about the house location as `approximate" and owner to decide -location. Owner needs to decide locationre ec( d rev' w. Note to be removed. 7'R„ WCTURAL COMMENTS: None If you with to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 h.m,,.Monday through Friday. To (liSCIISS non-structural items. ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for ,your permit,) The counter staff will answer any questions concerning the Data Sheet, fyw Martha Christy �._Klilo HUr11, P.E. Plans Examiner Plan Check Engineer of 1 05/05/03 15:17 NORTHSTAR ENGINEERING 4 530 3438038 lkL..A'lL.4ftkA.— ENGINEERING Civil t o'f$,' Pi'llin"re 'A' ei', 6 $' U"r,vi" , .............. .. .. .... .... .9arr, ............. I ............ FACSIMILE TRANSMITTAL SHEET NO.307 EP02 TO: MOM: Bob Heaton jay )'..owe COMPANY: DATE: 5/5/2003 PAX NUMBIM, TOTAL NO. f.)v ilAG—G-9 MCLUDING COVT7,R! 343M38 3 PRONE NUMBER SZN'DF.R'S PLEFERLNC77, Ntljvr3)ijL- 343-80.38 As: YOUR REFklUiN('P, N REVJSED Elev, Cert, 0 URGENT 13 FOR REVILeW 13 PLEASE COMMENT C) Pi,*EASE UPLV 13 PUASP, RFCY(,,LL, NOTMWOMMENTS: Bob, Per our conversation this rnornw� the porch will be filled M with Peld gt-,IVCI t lcn concrete on top of the gravel. This wiD take the porches out of the vent ci&ulailons, because the porches will be considered slap on gm de, Here is the new elevation certificate b&sed on the Floor area of rhe house only. If you have any questions, give me a cal Thanks 1-14 Jay Lowe 20 DECi.ArlATioN ORWE . .............. .. I ................ ........ CRICO. CALIFORNIA 95073 ............... I .... I . .. . 530-893-1600 ... ... ..... .. ... I.... .. .... . . . ....... ..... .. etiX•H . . ..................................... . . 05/05/03 15:17 NORTHSTAR ENGINEERING 4 530 3438038 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important. Read the instructions on pages 1 - 7, SECTION A - PROPERTY OWNER INFORMATION BUILDING owNE •s NAME Sheri Silva BUwOlNC4 STREET AGORE98 `IrltitrEing Apt., Urok Suit e. >iredlor Bldg. No.) 0R P.O. ROUTE AND SOX Lot 6 Jugum Subdivision CITY CAE DURkJAM PRO R ESC IP ION (LAI and tack Numbers, Tax parcel Number, lege) Deserlption, a .) If nece553ry.) NO. 307 001 O.M.B. No. 3067-0077 Exores July 31. 2002 95938 ncswcuuai Ljk7ITU0M0W_4TUQF_ONAL) HOR20NTAL DATUM: SOURCE LJ OPS (Type): ( qf° • pir • ".Or or fi#J 6 I*1 LI NAD 1927 LJ HAD 19113 LJ USGS Quad Map U Other. SECTIONS -FLOOD INSURANCE HATE MAP (FIRM) INFORMATION BUTTE COUNTY UXIC. 060017 54. MAO AND A El 6S. SUFFIX 1 86. FIRM Iµ0 X 87. FIRM PANELB r►OOD 59. BASE FLOOD ELEVATIONS) NUMBER DATE EFFBCTIVFJREVISED GATE YONE(S) (Zone AO, use d:pth of foodng) 06607CO52Q C AFRJLL 20, 2000 JUNE 8. 1998 AE 110.5 610. indicate the Source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile jXl FIRM LJ Community Determined U Other(Descrlbe): 611. Indicate the elevation datum used for the 8FE In Ba: L:�J NGV0 1929 L_I NAVD 1986 (,,J Other (Describe), 812. Is the building located in a Coastal Barrier Resources System (CORS) area or Otherwise Protected Area (OPA)7 LJ Yes L_I No Desgnadon date: C - BUILDING ELEVATION INFORMATION (SURVEY REQUI C1. Building elevations are based on: UX Construction Drawings' (,JBuilding Under Construction' L,JFlnlshed Gonstrucbon 'A new Elevation Certificate will be required when construction of the building Is complete. C2. BUHding Oiagrem'Number S. (Select the building diagram most sinular to the building for which this certificate is being =Wletad -see pages 6 end 7. If no dla®ram accurately represents the building, provide a sketch or photograph,) C3, Elevations Zones Al -A30, AE AN, A (with SFE), VE, V1 -V30, V Iv IA SPE), AR, AWA, ARAE, APJAI-A30, APJAH, ARJA0 'Complete Items C3a-i below according to the building tlagram specified in item C2. State the datum used. If the datum is differant from the datum used for the SFE In Section 8, convert the datum to that used for the BFI:. Show field measurements and datum conversion calcutedon. Use the space provided or the Comments area of Section D or Section G, as appropriate, to documert; the datum conversion Datum -- ConveroloNCommarts £IevaGon reference marx used RM 63 Does the elevation reference mark used appear on the FIRM? jJ Yes L•.J No 0 a) Top of bottom floor (including basement or enclosure) 171.5 O b) Top of neat higher Poor /AA — Vim) � d O e) Bottom of lowest horizontal structural member (V•Eones only) N/A _ R(►n) •' 5��1Z O d) Aa8 achOd garage {tap of slab) ft.(rn) W W 0 e) Lowest elevation of machinery attdlor equipment o servicing the building _.170. 5 ft(m) ' 5 O f) Lowest adjacent grade (LAG) 168 .0 ft(m)x 0 g) Highest adjacent grade (HAG) - �.ft (m) 0 h) No. of permanent openings (flood vents) wehin i et above adjacent grade See COMM 0 1) Totes aree of all permanent openings (ftood vents) in C3§!e CoTmx sq. in. (sq. em) SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This eertflotion is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation iniarnution. 1 coda y that the htformation in Sections A, 8, end C on flu's cartificato rapr®sants my best e0crts to Werpref the data avaflabla. i undmirend that any fairs® statement f40Y be ru'shabte by rine or irm risonmeot under 18 U. S. Code. Soi:*" 'JOY. GERTIFI 'S NAtNE uCEN8E NUMBER RCF. 59077 LAMBERT o. Low>r „n _ COMPANY NAME NORTHSTAR EWGINEERTNG 1:rWA Fnnm Ai -'11 A1111 -AM 14F= Mi VFgcK Cer1F Fnq r1.e)MT1M eGTl('.W RFPI Ar CS At I PRFVIrU M Kra 05/05/03 15:17 NORTHSTAR ENGINEERING a 530 3438038 NO.307 1?03 IMPORTANT: In these spaces, copy the correspon ng nformation from Section A " """"""" """"r-- *= =• • euu;D►IOG STREETADDRESS b+'1 tiragC6.7CQnip9iS}1sr is� C R9 %kk� �Wk Sv te, arwror a14 No.) OR P.O. ROUTE;ANO BOX NO. Lot 6 Jugum Subdevigi CITY STATE 23P COOE d!It . N cin• -DOM-M CA 93938 SECTION p . $<;itVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUEO) Gopy bottlVdes oft Elevag" Car dcste for (1).cammunity offitcial, (2) insurance egenVoomp". and (3) building owner. ' -T13Iv; KeW at mt side of lwme site, . Elev, = 168,23. Cab and 0 VENT AREA= 2,69A. in^2 32.14"X6" VENTS AROUND HOU&E ATJ'O YEN A- L =924 &'12-11-14"X6" VENTS AROUND GARAGE..HOVSE .AREA EXCLUDING PORCH = 2,371 FT^Z GARAGE AREA - 791 PT^2 VENTSMUST BE O1 A1' L EAST 2 SIDES AND BOTTOM OF VUNT MUST'BE WTJTN P OF GRDL ND( INSIDE AND OUTSIDE OF STEM WALL) VENTS MUST EXTEND THROUGH BOT9HOUSE AND PORCH STEM WAuS: PORCH W14 BE Fn.IED wrTH GRAVIEI�ANMCONSTD'ERED SLAB1 Check if ON G SECTION E -BUILDING ELEVATION INFORMATION -(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE here (VATHOUT BFE) atta*mnts For Zone AO and''Zona A (without BFEj, complete Items E1 through E4. doe PP"Non Ce tWCWG is Warded for use as supporting infOm e6n for a LOA/A or COMR-F. Sedim C rrwst be compkfed Et. RiAding Diagram Number ` (Select the building diagram most sWar to the budding for w1hich this certificate Is being completed see pages 6 and 7. If no diagram 4QMratety represents the buflding, provide a sketch or, photograph.) E2. The top of the bottom now (tnckm ft basement or enclosure) or the building Is LLj f(.(m) LL n -(cm) ' Ll above or Lt below (check one) the,highest adjawat grade. E3. ForBuilding Diagrams 6-8 wkh openings (see page 7), the next higher floor or elevated noor (elevation b) of the building is l,L('B.(m) f I IJn.(cm) above the highest adjacent grade. E4, For. Zone AO Only: if no .flood depth number is available, is the top of the bottom floor elevated In accordance with the community's flaoaddplaIn management ordinance? (J Yea LI No (J Unknown. The local official must cortry this Informallon in Section G. SECTION F - PROPERTY OWNER -(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners eu;l►orited representative who earrtpleyes StsCtian6 A, B, and E for Zone A (without a FEMA�tssued or cormnuitityrssued (SFE) or Zone AO'must sign here. PROPPRTY 51NNER'8 OR OWNERISAMQAIZEG REPRESENTATIVE'S NAME 85S CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMME SECTION G - COMMUNITY INFORMATION (OPTIONAL) Che6 here if attachments The local official who Is suthQrirad by law or ordinance to administer the comrnunfty's floodplain management ordinance can conviote Sections'A, 8, C (or E7, and G of this Elevation Certificate. Complete the applicable items) and sign below. Oy, U Tho. infoanation In Soedan C was taken from other documentation.that has been signed and embossed by a licensed surveyor; engineer, or OrGhitect wfto is 1101NIZed by state or local law to certify elevation informadon_ (Indicate the source and date of the elevation date In the Cortenerb area below.) G2. L( A community official completed $action E for a building located In Ione A (without a FEMA4ssued or Zone AO. community4ssued l3FE) or M. U The fofloWng information (items 04-139) is provided for community Modplain'management purposes, 07. This permit has been Issued for: L( New Construction U Substantiel Improvemsrtt Ga. Elevation of as-buia lowest tioor(including basement) of the building Is: _ tt.(m) Datum: 08. SFE or (in Zone AO) depth of flooding at the building site is: tt(m) Oaturre: LOCAL FFICIAL'S NE TITLE COiNtvtUNfT NAIAE TELEPHONE SIGNATURE. DATE . COMMENTS Check here if'attactments FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM 4 ELEVATION CERTIFICATE O.M.B. NO. 3067-0077 Expires July 31., 2002 Important: Read the instructions on pages 1 - 7. SECTION A -PROPERTY OWNER INFORMATION Forinsiirani aCaipariyEle;.s.;i BUILDING OWNER'S NAME Shari Silva Aoli rtuii±tiei=? _ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. :CdiripanyNIGNumt:iar':j Lot 6 Jugum Subdivision < ;:; _ __ CITY DURHAM STATE ZIP CODE CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-059-006 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGiTUDE (OPTIONAL) HORIZONTAL DATUM: V SOURCE. LJ GPS (Type): ( ##°-#/P - ##.##' or ##.#####I U NAD 1927 LI NAD 1983 U USGS Quad Map U Other- SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER62. COUNTY NAME B3. STATE BUTTE COUNTY UNIC. 060017 • BUTTE CA B4. MAP AND PANEL BS. SUFFIX B6. FIRM INOEX B7. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER DATEEFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 0600700520 C APRIL 20, 2000 JUNE 8, 1998 AE 170.5 o iv. muecate uie source ve ine erase Hood Eievauon (8FE) data or base flood depth entered in B9. LI FIS Profile LXJ FIRM CJ Community Determined • LJ Other (Describe): 1311. Indicate the elevation datum used for the BFE In B9: Ll j NGVD 1929 LI NAVD 1988 U Other (Describe): 812. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes LI No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LXiConstruction Drawings' LJBuilding lander Construction* LJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see -pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the SFE In Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used RM 63 Does the elevation reference mark used appear on the LI No O a) Top of bottom floor (including basement or enclosure) 171 5 ft.(m) O b) Top of next higher floor N/A ft. m m �� O c) Bottom of lowest horizontal structural member (V.zones only) N/A _ _ ft.(m) Q d) Attached garage {top of slab} 168 S ft.(m) e� 0 e) Lowest elevation of machinery and/or equipment e`'- mcc servicing the building 170. 5 ft.(m) E M !�? 03 O f) Lowest adjacent grade (LAG) 168 .0 ft. m) 2 .a y' EW • g) Highest adjacent grade (HAG) 16K.ft•(m) " +� O h) No. of permanent openings (flood vents) within i ft, above adjacent grade See Comments vJl/9 0 i) Total area of all permanent openings (flood vents) in C3hSee Comments sq. in. (sq. cm) LJ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A. t3, and C on this certificate represents my best efforts to interpret the data available. I understand that' any false statement may be punishable by Fine or+mprrsonment under 18 U.S. Ccde Sect'= 10.11 CERTIFiER'S NAME LAMBERT O. LOWE LICENSE NUMBER RCF. 59077 �^ TITLE CIVIL ENGINEER COMPANY NAME NORTHSTAR ENGINEERING - ADDRESS Cl TY STATE ZIP CODE 20 DECUARATION DRiVF A rurrn !`A ncn�71 SIGNATURE , /J A 4-1- L_/ V DAT 7AIL✓1 v % __:;C 2-27-03 (530) 893-1600 IXUA Fnrm R1 -Z1' Al I(: AQ CF► Pr\)FR F CIr1F 1=nR r'nNTINI IGTInN RFPI Ar:FC At I PRFVIr11 IC rnITIONC IMPORTANT: In these s aces, co the corresponding .......... ' ......." p copy p g information from Section A. For_Insurance _C ompariy:E�se:;;i;i:;=; BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE -ANO BOX NO. s:Pcticy Num e i is '�> ' ; ' .ot 6 Jugum Subdivision >3=•>; �-<}>'a;:a:?>» <>4sr::�;>�t:��a:<I"s� >a;y;:>�:i<` CITY STATE ,:yu.,�: 23P CODE Company NAlC `.Number>< DURHAM CA 95938 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of -this Elevation Certificate for (1) -community official, (2) insurance agenttcompany, and (3) building owner. COMMENTS - -TBM• Rebar at east side of home site Elev. = 168.23. C3h and it VENT AREA - 3,528 in^2 42 14"X6" VFNTS ARO ND HOUSE AND VENT AREA 924 INA 2-.11 - 14"X6" VENTS AROUND GARAGE..HOUSE AREA INCLUDING PORCH = 3,152 FT^2 GARAGE AREA = 791 FT^2 VENTS MUST BE ON AT LEAST 2 SIDES AND BOTTOM OF VENT MUST BE WITHIN P OF GROUND( INSIDE AND OUTSIDE OF STEM WALL.) VENTS MUST EXTEND THROUGH BOTH HOUSE AND PORCH STEM WALLS. 1 t Chark harp if atfaehmcntc SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If (he Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Sedion C must be completed. E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed - see. pages 6 and 7. If no diagram accurately represents the building, provide a sketch or. photograph.) - . . E2. The top of the bottom floor (including basement or enclosure) of the building is LLl !Qrn) LLJin.(cm) LJ above or LI below (check one) the,highest.adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is l t (R(m) L,Uin.(cm) above the highest adjacent grade. E4. For Zone AO,only: If no .flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LJ Yes LJ No LJ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMAassued or community -issued BFE) or Zone AO'must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CIN STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G7 COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete : Sections A. B.,Q-(of E),, and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, LJ The i'ation in Section C was taken from other documentation that has*been signed and embossed by a licensed surveyors yeijginee ; or, ar.'chitect who is authorized by state or local law to certify elevation information_ (Indicate the source and date of the ;elevation data in the Comments area below.) G2. U` f co rnu ty pfficial completed Section E for a building located in Zone A (without a FEMA -issued or community4ssued BFE) or G3. LJ The following information (items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT'NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY JM11 `. ISSUED G7: This permit has been issued for. . "New Construction LJ Substantial Improvement G8.. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE. - COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS DATE Check here if'attachments FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31., 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATIONIrisq�anceCornparijEJse BUILDING OWNER'S NAME . M Shan Silva Polic)rTfui�ber , BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CompanyiVAl t4uf ml;'et: Lot 6 Jufum Subdivision CITY -.... . DURHAM STATE ZIP CODE CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-059-006 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE. LJ GPS (Type): or ##1iiW###' L NAD 1927 LJ NAD 1983 LJ USGS Quad Ma _ p LJ Other: SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81.NF1 COMMUNITY NAME 8 COMMUNITY NUMBER 62. COUNTY NAME 83. STATE BUTTE COUNTY UNIC. 060017 BUTTE CA 64. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX87. FIRM PANEL B8. FLOOD 89. SASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED GATE ZONE(S) (Zone AO, use depth of flooding) 0600700520 C APRIL 20, 2000 JUNE 8, 1998 AE 170.5 1310. Indicate the source or the tease Flood Elevation (81FE) data or base flood depth entered in 89. LJ AS Profile U FIRM L_1 Community Determined LJ Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: iJ NGVD 1929 LJ NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L_1Yes X J No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LJBuilding Under Construction' LJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed -see - pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations —Zones All AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the 8FE in Section B. convert the datum to that used for the BFE. Show field measurements and datum conversion .calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used RM 63 Does the elevation reference mark used appear on the F1F O a) Top of bottom floor (including basement or enclosure) 171.. 5ft.(m) A O b) Top of next higher floor N/A ft.(m} M �QQ L No O c) Bottom of lowest horizontal structural member (V•zones only) N/A , ft.(m) O d) Attached garage (top of slab) 168 g 4 D e) Lowest elevation of machinery and/or equipment I`r_ m g servicingthe building .0 g 170.5 ft.{m) e O f) Lowest adjacent grade (LAG)168 .0 ft.(m) z' �P• 40- 0 g) Highest adjacent grade (HAG) 37 ft.(m) 2 h O h) No. of permanent openings (flood vents) within 1 it above adjacent grade See L)nts comments'% �`g 0 1) Total area of all permanent openings (flood vents) in C3hSee Commesq. in. (sq. cm) old "� SECTION D-- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ! certify that the information in Sections A, 6, and C on this certificate represents my best efforts to interpret the data available. i understand that anyfaise statement may be punishable by rine orimrr.;scrimenr uncFer f8 U.S. Code Se^`;^r, 1010 1. CERTIFIERS NAME LAMBERT O. LOWE UCENSE NUMBER RCF 59077 TITLE CIVIL ENGINEER COMPANY NAME NORTHSTAR ENGINEERING ADDRESS CITY STATE ZIP CODE 20 DEQ,. ARATION D%1VA CHICO CA 95973 SIGNAIUKt � Gr �� DATE TELEPHONE 2-27-03 _ (530)893-1600 AIS l=nrmR1_21 Allr: GA Ct=t: PP:v;= P Cinr_ Gr)R r.r)NTINI IATIrw RFPI Ar'F. At I PRFVIr11IC r-nITInNC ::..,.:....:.:.......................... ....:..:...,..,_:......:. IMPORTANT: In these spaces, copy the corresponding information from Section A. Fbi InSurarice;GomPaiiy;E�se:;;y BUILDING STREET ADDRESS (including Apt., Unit, Suite. and/or Bldg. No.) OR P.O. ROUTE -AND BOX No. :P otiryNufititie x�ir .:i>:>;:i?sy5{sfi'Ssf`].ijiryl.:_: of 6 Jugum Subdivision::f: ZIP CODE CITY STATE DURHAMCA 95938 _ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS - -TBM: Rebar at east side of home site. Eley. = 168.23. C3h and D VENT AREA = 3,528 in^2 42- 14"X6" VFNTS AROUND HOUSE AND VENT AREA 924 IN^2-.11 - 14"X6" VENTS AROUND GARAGE..HOUSE AREA INCLUDING PORCH = 3,152 FT^2 GARAGE AREA = 791 FT^2 VENTS MUST BE ON AT LEAST 2 SIDES AND BOTTOM OF VENT MUST BE WITHIN P OF GROUND( INSIDE AND OUTSIDE OF STEM WALL.) ' VENTS MUST EXTEND THROUGH BOTH HOUSE AND PORCH STEM WALLS. Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If jhe Elevation Certificate is intended for use as supporting information for a LOMA or LOMRF, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or. photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is L__LJ ft.(m) lin.(cm) L� above or u below (check one) the.highest.adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is t L (R(m) (_(_Jin.(cm) above the highest adjacent grade. E4. For Zone AO.,only: If no .flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LJ Yes Lj No LJ Unknown. The local official must certify, this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E• for Zone A (without a FEMA•issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CiTY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL.) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can Complete: Sections A. B, C (or Q. and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1, (_I The. information 16 Section C Was, taken from other documentation. that has been signed and embossed by a licensed surveyor; engineer, ,or architect who is authorized by state or local law to certify elevation information- (Indicate the source and date of the ,efevation data in the Comments area below.) G2. I A, community official completed Section E for a building located in Zone A (without a FEMA -issued or community4ssued BFE) or ZoneAplr�: �. . G3. (J The following information (Items G4 -G9) is provided for community floodplain management purposes. ;. 6 TE PERMIT ISSUED G6. DATE CERTIFICATE OF ISSUED G7: This permit has been issued for. . U New Construction U Substantial Improvement G8.. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS Df;TE Check here if attachments FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSUiRANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31., 2002 Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATIONFiY:iii_ nran�A:el' BUILDING OWNER'S NAME Shari Silva Pg►rcy:Nuirttiei ............. . . ::..... BUILDING STREET;C ADDRESS {Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.::;ompanylJAIC3Jurnb'er:...:.::.. Lot 6 Jugum Subdivision CITY STATE DURHAM CA ZIP CODE 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-059-006 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE. U GPS (Type): or tt# # ' LJ NAD 1927 LJ NAD 1983 Li USGS Quad Map L__I Other. SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 82. COUNTY NAME 83. STATE BUTTE COUNTY UNIC. 060017 BUTTE CA 84. MAP AND PANEL 85. SUFFIX B6, FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Lone AO, use depth of flooding) 06607CO520 C APRIL 20, 2000 JUNE 8, 1998 AE 170.5 B10. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in 89. 1__1 AS Profile lXj FIRM LJ Community Determined LJ Other (Describe): 811. Indicate the elevation datum used for the 8FE in B9: Ll NGVD 1929 L_1 NAVD 1988 U Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L j Yes L1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1 X1Construction Drawings' [_(Building Linder Construction' LJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the SFE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum —_ _--__ Conversion/Comments Elevation reference mark used RM 63 Does the elevation reference mark used appear on the O a) Top of bottom floor (including basement or enclosure) 171.. 5 ft.(m) 0 b) Top of next higher floor N A_ ft.(m) T�Q 0 c) Bottom of lowest horizontal structural member (V zones only) N/A _ ft(m) o 0 �� O d) Attached garage (top of slab) 168 5` ft.(m) 2 g 0 e) Lowest elevation of machinery and/or equipment w W W servicing the building 170. 5 ft. m) E W l] 0 Lowest adjacent grade (LAG) 168 .0 ft.(m) 2'.a , 0 g) Highest adjacent grade (HAG) T_ ft(m) 2 h O h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade See Commentsi 0 i) Total area of all permanent openings (flood vents) in C3hSee Comments sq. in. (sq. cm) Ll No oT0 tlt+l Exp'� d SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ! certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by An or L'mprfsonment under 18 U S. Ccde Secticr 1010 1 CERTIFIERS NAME LAMBERT O. LOWE LICENSE NUMBER RC'F. 59077 111 L= - COMPANY NAME NORTHSTAR ENGINEERING CIVIL ENGINEER - ADDRESS CITY STATE ZIP CODE 20 DECLARATION DRIVF rurrn 0 A ACA -77 I:9titA Fnrm R1-:31 Al lr:.QQ -1600 CFS pF1/FR.F CIr1F Fr1R r:r1NTINl ICTIr7N PPPI ArFs At I PRFVIr11 IC r-nITIr)NC IMPORTANT: In these spaces, copy the corresponding information from Section A. For►nsurartce:.Company:Esse:., , BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No) OR P.O. ROUTE -ANO BOX NO. iQoticyNuintieri>;3a3�:;<;;:-��'� CITY STATE .. Z3P CODE GomQanyNAlC`Numher'':u`>„ DURHAM - CA 95938 - - ._ :.s_t.=..:.:�•;_;,<,V.Z:�4fS<: -:'i :i<_i}ic::.9-+i':5.-.. SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of -this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS - -TBM• Rebar at east'side of home site Elev = 168 23 C3h and it VENT AREA - 3,528 in -2 42 14"x6' VENTS AROUND HOUSE AND VENT AREA 924 [N^2- 11 - 14"X6" VENTS AROUND GARAGE..HOUSE AREA INCLUDING PORCH = 3,152 FT^2 GARAGE AREA = 791 FT^2 VENTS MUST BE ON AT LEAST 2 SIDES AND BOTTOM OF VENT MUST BE wrrHIN P OF GROUND( INSIDE AND OUTSIDE OF STEM WALL.) VENTS MUST EXTEND THROUGH BOTH HOUSE AND PORCH STEM WALiS. )Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION -(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If Jhe Elevation Certirrcate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or. photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is (�(�I ft(m) lin-(cm) L1 above or LI below (check one) the.highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is l I JA(m) LLJin.(cm) above the highest adjacentgrade. EA. For Zone AO,only: If no.flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LJ Yes LI No LJ Unknown. The local official must certify this information in Section G. SECTION F_' PROPERTY OWNER -(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B, ,and E for Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO'must sign here. - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments SECTION G- COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplainmanagement ordinance can complete' Sections A, B. C (or Q. and G of this Elevation Certificate. Complete the applicable items) and sign below. G1, LI The information in Section C Was, taken from other documentation.that has been signed and embossed by a licensed surveyor; engineer; or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the eze6tion data in the Comments area below.) G2. ,x1: comm 1 -unity official completed Section E for a building located in Zone A (without a FEMA -issued or community4ssued BFE) or Zone ACj. , G3. LJ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7: This permit has been issued for LJ New Construction U Substantial Improvement G8.. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIC -NATURE COMMENTS D:; T E Check here if'attachments April 29, 2003 John and Shari Silva 24920 Mollar Ave. Orland, CA 95963 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-590-006 Building Permit Number: 03-0654 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPON FORM. Your com ete and clear response will expedite the re -check and approval of this NON-STRUCTURAL C�. UC URAL COMMENTS. �Q� 1' Provide required flood venting on two sides of the b it i he location a d size of each vent must be shown on the foundation plan and on t e vation views of the structure. You must show the required venting for the garage a d vents must be located on two sides. You must show flood proof construction to a height of one foot above the base flood elevation. Steps to house must be of flood proof construction. /2( The energy calculations are incorrect for orientation because North arrow is incorrect. This parcel is located east of Jones Avenue and the house faces due west. Please provide two sets , of revised energy calculations. There is a note of the plans about the house location as "approximate" and owner to decide location. Owner needs to decide location before second review. Note to be removed. STRUCTURAL COMMENTS: Vne If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy ilo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 1TT "::r:::: RESIDENTIAL PLAN ° _ : REVIEW GUIDE 0_5 c SINGLE FAMILY, DUPLEXANVD �+_ �•� MISCELLANEOUS ONLY Owner. O' 1 ��� Building Permit Number: Plans Examiner: . 4lt A. P. Number: C�---San GE ERkL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yard. easements, etc. 3. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6 Special conditions on Parcel Map: Noise Cj SR --k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees [3Federal id Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.31 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feel The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be W. When vvindo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). •t Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform/ Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchen& halls, bathrooms and toilet compartments may have a ceiling height of not leas than 7 feet measured to the lowest oroiection from the ailing (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 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFC( in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room cued or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening be* abath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in a roost. compartment or alcove opening directly into any of these (Uniform Mechanical Code secdon 300). l Garage fire%vall separation - required o ge side luding porting walls and posts (Unifbtm ag Code section 302.4 exception #3). = c=- wrC oe'1 12 Under no circumstances shall a private garage have any opening into a room usiA for sleeping purposes (Uniform Building Code section 312.0. 13 Wood stove location -Alcove — Ulv1C section 205 confined space & 223 unconfined space & 304.2). 14 Smok.-detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances Norm Plumbing Code 408.5). 16. Sbovrer compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1, Braced wall panels shall start 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 (UBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. - 2. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's `ova" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheen of calculations. Clerestory requiring balloon framing and/or engineering. 4. oundation plans complete enough to construct building (Uniform Building Code Table �vlde- -dcd Floor construction details complete enough to construct building. Ve rl-t5 -- !�ri Z e evations and wall consuvction details complete enough to construct building. 1 D L C9-Y-) Roof construction details complete enough to construct building. 7P-i G 8. Fireplace construction details and calculations if necessary. �U 9. Garage door header size(s). L V')C 10. Porch header size(s).'- 11. 'Typical header size(s). 12. Stud heights. Yd p�G� . 13. High expansive soil - special foundation design required. U v I � 14. Retaining walls requiring design. W�'� "Cj) C**um wallboard nailing inspection required. p Anet Ythe area below- the lowest floor is fully enclosed. than aminimum of two openings are u with a total of at least one uare inch for every square foot of area enclosed with the bottom of the openings no area sq more than one foot above grade. Alternatively, certification mai' 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. eetric, heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be - v�y+ jj 7, designed and/or located so as to prevent water from entering or accumulating with the components during Q7 �- conditions of flooding. 1VII CELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance. handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). S. Tpb exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). - ound requirements. 2(1 .• neM- design compliance and supporting documentation. -^ Cc r. (-C C' U ) i3 CDF responsible arca requirements. BUELDING PERMIT REQUIRENTENTS: fty- a� 1. ❑ SRA. p PO 5 -�- 2. ❑Flood elevation certificate. 3. ❑ Fire Sprinlders require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. Q 6. ❑ Sub-Standard Housing lever. Pace -- of = 0 PROJECT PROCESSING RECORD Applicant:) �1,�- Owner: A.P. #: 0c[( 1; 1� D DQ(13 Permit Work Description: Date Description of Step or Status I I r C;il- t . -�D �� .� .Qac — Wj— `�� C 4-0 PAU PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, comet and legible. it may cause a delay in processing. Owner's Name: s L at, -e_ Received By. (E, Date: A.P. #: % 6L " Seo -.MS Permit #: ContactPhoneNumber. Time: Purpose of submittal: ❑ Permit Application Data Item BUWE COUNW MAY $2003 11 Engineering DEVELOPMENT ❑ Plan Revision SERVICES Q Requested by Building Inspector or Correction Notice - InspectoesName: ❑ RequestedByPlaa'sExaminer-Examiner'sName: ❑ Other: v If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must.put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call-. and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: 0 Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #:. TO: County of Butte JOB NO Building DATE ATTN. PROJECT: Elev. Cert. for House- pre construction TRANSMITTING X Herewith _ Personal Delivery Separate Cover STATUS: X PRELIMINARY IN PROGRESS FINAL MESSAGE: Martha, THE FOLLOWING: 8014 5-12-03 Martha 2 copies of pre construction elevation certificate for the house FOR: Here is the pre construction elevation certificate for the house for Shari Silva. If you need anything else, let me know. Thanks Jay Lowe C.0 TO SIGNED 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 .... .......................... ........... ........... _...._._..__......_............_.._............... ...... 530-893-1600 FAX -893-2113 Approval Information Checkinq X Your use Files Processinq Review -comment As requested ' . NOTES t tAf RESIDENTIAL PERMIT NO. 040-590-006 - V .02-3272 SILVA, JOHN & SHARI 9 JONES AVE., DURHAM GARAGE/SHOP - I N t SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER r r � JOB FINALED (nq Signature T- I J=OR 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG, MISCELLANEOUS Date DECKS,j0OVERS; CARPORTS, GARAGES (Plans) OK except #'s ni g•Requirements-Setbacks-Easements otings; 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 rm ills chors-Studs-Rftrs-Trusses idi ailing -Veneer -Stucco -Mesh o , Shthg-Roofing teps-Doors-Landings 1 raced Wall Panels Date _/;0:2Card Date 7. Well Clearance & Disconnect Date POOLS (Plans) OK Aficept #'s 8.. Utility Clearance Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 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,j0OVERS; CARPORTS, GARAGES (Plans) OK except #'s ni g•Requirements-Setbacks-Easements otings; 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 rm ills chors-Studs-Rftrs-Trusses idi ailing -Veneer -Stucco -Mesh o , Shthg-Roofing teps-Doors-Landings 1 raced Wall Panels Date _/;0:2Card Date B-1 Date Card B-1 Card B-1 Date Card B-1 Date POOLS (Plans) OK Aficept #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card RA Date Card B-1 Date Card B-1 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-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.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 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 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 -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK 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 Connector-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 ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks I] 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 -Underground 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: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street,e Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE vC C).2 2:7)- ., OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please'contact this office immediately. Date REV 10/92 's COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT. SERVICES 4-11 Main Street • Chico, CA • (530),891=2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ri �a CORRECTION NOTICE )vk b�-32�zZ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICE� 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G-'C!//,lc- COUNTY OF BUTTE _-BSJILDING DIVISION.—,.'..', DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ra. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �1 b VA 02- - 32 72 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be, corrected. Please notice this office when correction,of work is ' completed . ou have any questions pertaining to this matter, or need additional explanation, !~} please t t t ' office immediately. I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION %' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75411 l/ (Rev,12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-590-006 ZONING A _ BUILDING PERMIT OWNER LIN 14 E SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS 24920 MOITER AVE., ORI—AND CA 959" CONTRACTOR'S NAME HONE OWNER CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation 6 L 00 • ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 6225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $140.2 BUILDING DRES JoN ES AVE DURHAM!1 Energy Plan Checking Fee $ PERMIT FEE $391.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE/SHOP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 M800V LE ain Service 2o..O, LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1K I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) IL I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date oT O �. Sign lure of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoo. TO ,000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a Acc. eLDs. 3.5¢Fr: 2.00 NEW CONST MULTI -OUTLET @7.50 NON- APPARATUS 8 SINGLE OUTLET CIR. zo @ ,,ap Ex. OCCU • OUTLET OR FIXTURES SAL so 5.00 Ex. Occup. oUr,ssis aESID OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 62.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 5 z D IMP CpF P C ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /� D e (/ —3 ILD.te Receipt No. 364468 $451-29 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .: '? sa �_.. °� ` 'k,.?., ��,•=7� ,—,,,, � a}r •. � �'�l'1�TIr„M�' "'� , v.. �:; .1 i'�",�,,,. 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: i ASSESSOR PARCEL NUMBE Proposed Building Use: �(N L��✓(�./ Counter Technician Date: Items required in order to apply for a permit. All boxes MUST be checke O marked NA in order to apply. plans, 3 or 4 sets, signed�y the preparer of the plans. 4-,e-coiiotmplete 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. /Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and suppo mrf''g doccum'"entation 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. I (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be Inde d and returned to the plan review line-up when required items are received. Date Received By 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......................................................... 'AJ 11, Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form.......................................................................'::...... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the"following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑/ 15. Statement of Intent for Non -heated and A/C Buildings ....................................... '.. Cd d6. Sanitation and plot plan approval from the Environmental Health Department in f�i a 17. City of Chico Plumbing permit......................................................................... _ 8. 'California Department of Forestry plan approval ❑ paid. Sent by: _ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ 0, 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ V21. 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 ..............:.............................. Owner -Builder Verification (E] Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... *-27. Recorded copy of Agricultural Acknowledgment Statement ....................................: ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. 016 I have been informed of the above items and requirements for obtaining a building per Applicant:Date: 1. Index permit application for the above items numbered: .,A� 2. Additional items required I IV Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: t Date: Structural reviewed by: Date: Note transfer by: Date: ❑ phone, ❑ mail, ❑❑ coun ertert ❑ phone, ❑ mail, ❑ cou er, _ Plans approved by: _Structural approved by: / Yellow: Buildine Division Ph ;heck Letter Date: _ Date: _Date:l 211 _Date: NATIONAL FLOOD INSURANCE PROGRAM ELEVATION. CEFtTInCATE 02-327,7 v.,vl.n. ,vu. uvor-vvr r Expires July 31, 2002 -Important. Read the instructlons on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION Fprariritrace;CompnyUse;: Shari Silva BUILDING STREET ADDRESS (Including Apt., Unit Suite. and/or Bldg. No,) OR P.O. ROUTE AND BOY NO. �,sl�xny t�t/iTC fVtjttib6i?� „ Lot 6 Jugum Subdivision. r Durham snt P > V3e P I &CfZi tQh( (1 of an ode Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING UE e9. id��lt�al, Non- 8npal, I dl0on, Aoeessory, etc. Use a Comments area, if necessary.) 'N`�on-Kest entta - Agrtcu turall Butlddtng LATITUDFAONG!' UD>_ (OPTIONAL) HORIZONTAL DATUM: SOURCE; I_( PS (Type);. ( tttr' - r4' ft#.##' or i_( NAD 1927 I_I NAD 1983 J—I USGS Quad Map 1_1 Other. _ SECTION B - FILbOD IINSURANCE RATE MAP (FIRM) INFORMATION 41. NFiP COMMUINITY NAME S COMMUNfi� NUMBER 82, GOUNTI' NAME B.>, 5TA E j BUTTE COUNTY UNiNC 060017 BUTTE CA NUti1BER DATE EFFECTIVEIREVISED DATE ZONES} (Zone AO, use depth of flooding) 0600700520 C APRIL 20, 2000 JUNE 8, 1998 AE 170.6 810. Indicate the source of the Base Flood Elevation (6FE) data or base'flood depth entered in B9. 1-1 FIS Profile X J FIRM (^j Community. Determined J_( Other (Describe): 611. indicate the elevation daturn used for the BFE in B9:1 NGVD 1929 (—( NAVD 1988 J_I Other(Describe%: B12. is the building located in as Coastal Barrier Resources System (CBRS) area or Otherwise r roteeted Area (OPA)? 1-.-JYes IXj No Designation Date' SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: (-4Construction Drawings' (—JBuitding Under Construction- i_117inished Construction 'A new Elevation Certificate will be required when construction of .the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - sae pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations- Zones Al -A30, AE, AH, A (with BFE). VE, V1430, V (with BFQ. AR, ARIA, ARrAE, ARiA1-A30. ARIA H, .ARIA 0 Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the 8FE. Show field measurements: and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as. appropriate, to rdocument the datum conversion, Datum _ Conversion/Comments Elevation reference mark used RM 63_ _— Does the elevation reference mark used appear on the 1-1 No a) Too of bottom floor (including basement or enclosure) 170 6 rt(m) ;� D b) Top of next higher floor �� V h. m} G) fSOttorcl Of lowc:t norizo�tvl &tUctural member (V ZOnaG only) —��__ (M\ SZo C, � I D c) Attached garage (top of slab) y _ ----- NIA ^ ol O e) L.Cwest elevation of machinery andlor equipment - -' 8 �• SM77 ..) 2 Z _ ll -7�t•o servicing the building (Describe in a Comments area.) 170 .6 ft.(me J f) Lowest adiacent (finished) grade (LAG.) — 168.5 _ ft.(m)Exp. � i� r Q g) Highest adjacent (finished) grade (HAG) 168 8 _ ft.(m) R h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade I�/A 8 Q i) Total area of all permanent openings (flood vents) in C3.h _ NSA sq in. (sq. cm) J OF Cdr sEcTiON 0 • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by 13w to certify elevation information. i certih/ that the rnformation in Sections A, C, and C on this certificate represents my best ef£o:is to interpret the data available. i understand that an), false s(alement may be punishable b. fine or imprisonment under 18 U.S. Cotte, Section 1001O�RT IF1ER'SNT,M AMBERT O. LOWS LICEN t. t,•isr R RCE 59077 TIT LE - CIViL ENGINEER COMPANY NAMENORTM AR -ENG J ADD Sv �?Y �z AT_ L° �QDE 20 DECLARATION DRiVE CIfICO CA 1,59t1-3 1 1-74=U2 (530) 893-1600 CFnan Gnw. R1_.41 11 11 nn CCG RG1 if: aCp:!2!r c Gno r^niITIMI I6.TIr)K1 0001 Af^-C AI I nnrinn<<c Durham Cdpy both srdes:of ihts Elevtatiort-Ceftiffrdta fisc•(.1),t mmunity dffidgl; (2)'.hsura•nca agenticomparty; and (3) buildlhg owner_ -TBM: Rebar at east side of homesite. Elev. = 168.23. ZONE AO For Zone AO and Zone A.(wlthout:f3FE), oomptete ite -.E1. threstagh E4. tf the EJevatlon-Gt#rtiticate W intended for use .as supporting information for a t.AMA orL0MR.•F, Seaton C rr►usttie oompaeted: Et. Building t:ltagram Number . (Baledthe 6uikNi g daagre[t.tete' bltitdingfor wtsii :this certificate is beim comp1et2d – see.pages,Swid T. If.no dlagr8m.riaarrately rept±esentsthe bu ldingi. tovlde a 5kefch:or•pFrcwgrgph ) E2. The top of the bottom fioor.'(1nGuding basement or endosure) of4he-b4ilding;ts j._(_(ft,(m) (__L(in.(cm) (_J4b0ve'or I 'I below. (check one) the highest adjacent grade (UsB natural prods, availt?teJ. E3. For 6'uilding.iDiagrams 8-8 With operSthgs (See or•elavat6d.fioor(P.levation:b) of the building is the Higtiestadjacent;grade.'Cbi1iplete Item C3:h and-C3.i onfront of form. E4. ForZone AO bhty. If na flood depth number is:;Wallable,3s�tte tAP tiff bdttomfloor.el.ev4Wdin.aomrdance with the.com.rnunity-s The property..owner.orownmYs auftiorized epn sehtative wino ooinple%s Sections A;•8_;, C (Monis 03-.,band C3:f onay), and E for Zone<A (withotiYa FEMA=aSsuoif or.Corrtmt rnty=i'esusd`BF arZche Aiti'crtrisi.sf rf }'if�:staNemi iR.Seetions.A, B; C, and Eam correct:to the best of m Igtlw/Ed PROPERTY OWN&;CS.UR"GWNEWSAUTKOW$pP"07.rATW3IWJAE ADDRE.$S STATE .�DATE TELEPHCNE COMMENTS The local offcial:whp is.au(frorizad..by law or.ordinance do arinisier•the:corilmuni#y's.floodplain management.ordi.nanee can corrtple!e Sections A. 8, C (or -E), and G•of this Elevation: Certificate. Complete.the:applie.able.it m(S);aild sign b.elow•. G5. Ll The irifomiafiort.ipSept;on C wasYakej.frotlrothera ocurnentetiontilat has bsert signed Arid'01r+tiossed by.a ticensed sutveyar, engineer,:or:architect who ts:authorized by state'Or;local laW to CerCi�- *lev4tiprt it0orrnatlan..(indicate. the source.and dOte:of the elevation data in the Comments:area:'bel(W)' G2. I_l A cornmbnIty offioiat gvmpietB _Scctton .E fqr S.building located in Zonb A (.without a FEMIA iaeued-or CorhMunity-iiasue'd SFE) dt Zone AO. G1.1_1 The foltpwing infgrmation (items G4 -G9)' is provided for community floodplain management purposes. ISSUED G7. This permitha _ n issued for.. 1^J New Cdnstructioh (_j Substsntial Improvement Ge. ElevatJr4ioftk'vet.:IO ie$t'loor(includingbasemo6t);of.thd:buildifigis: _ _ft.(m)Datum: 39. SFE of(ill Zibi, Q AD).de'6th of flooding at•the: bdllding sRe:is: _ _ ft.(m.) Datum: LOCAL QFF1CI.AJZ NAM TITLE COMMUN17Y NAME TeCl PHONE SIGNATURE DAM s �_� Check here if attachments Department of Development Services Building Division 7 County Center Drive Oroville; CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. 53o) Owner: Jo A 4- SA A r i IVA Phone: 5 0) 94 5- J2 y J Mailing Address /io lleR .41fe _ QWL A ad/ e14 I9S 96 3 Site Address: ).aT #d of fagAm SliA jUiS `off - .naives Aire.' ire Vicie-AAm Assessor's Parcel Number: Zone: X • ..o Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFOR:r1ATION: 1. Is there a primary dwelling on the property? Yes ❑ No 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No [C 4. Will the public have access to this building? Yes ❑ No ED 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No ED 81TE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer titan 20' to your front property line? Yes ❑ No 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ® No ❑ 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No S 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No 19 15. What type of floor covering %ill the building have? 16. What type of wall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ® Residential Storage Shed — I will be storing & g" f SAY in this building and it will not be used for any other purpose (no bathroom and nolikafiAg or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop I ❑ Home Occupancy 2 ❑ Other — Use = 1. Describe type of workshop .. `hut be approved by the Butte County Platttting Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. I. 10,191 ilewAV fAo m !Aeee_4 T o b" l d l.ya Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearty affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print J A A R t L. 7P' I V A Owner's Signature: /L.��%rui Date: // /.,a /0 .2- 2 of 2 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your s�ptte. Please complete and return this information at your earliest opportunity to avoid -ii in processing and issuing your building permit. No building permit will be issued tom! 1Lis verification is received. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES O NO 0 Cy----) I HAV * HAVE NOT J1 signed an application for a building permit for the 9 ag rased vM& ;. I have contracted with the following person (firm) to provide the proposed constiruetia�: NAME: ADDRESS: CITY: PHONE: COtN7KkCTOR'S LICENSE NO. 4. 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: A E:ADDRESS• CITY• PHOrT: CONTRACTOR'S LICENSE NO. 5. 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 SIGNED: ------------------------- PERTYOWNER: gD ;-Ak T��E�:_ R: NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 VIAa California Health and Safety Code. This verification must be tomplOW fled returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATIOiN cea.- 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 perry ofrem ansuch a permit. Building permits are not required to be signed by property owners unless they are personally per6oemit Ibeir own work. If your work is being performed by someone other than yourself, you may protect yourself from posiible 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 iequired 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 ihould 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 5300 or more for the entire project, and such persons are not licensed as eonttacaors or scbcortractors. then you may be an employer. ♦ I f 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 car -,v out these obligations, and these risks are especially serious w;th respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, I i You wish, the U.S. Small Business Administration). For more specific information about your obligations under Save Law, ccrtac: the Department of Benefit Payments and the Division of Industrial Accidents. If the strvc%re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or r xou&i 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 corttnuniry er at 10:0 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. XL)9� Uk_ ,&tic el C. Vi ira, C.B.C. N1 ger, Building Inspection NO TE: T/r:r Owner -Builder Information is required by Section l98jo ojthe Calijornla Xmltlt and SaJery Coot OVER COPY of. Document Recorded AND WHEN RECORDED MAIL TO: 25 -Nov -2002 ' 2002-0064311 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: LOT 6, ACCORDING TO THAT CERTAIN MAP ENTITLED, "NGUM SUBDMSION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 6,1989, IN MAP BOOK 116, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM OIL, MINERALS, GAS AND OTHER HYDROCARBON SUBSTANCES AS CONTAINED IN DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS, RECORDED MARCH 31,1997, SERIAL #97-011251, BUTTE COUNTY OFFICIAL RECORDS. AP NO. 040-590-006 Date //-a /- O -7 PROPERTY OWNERS:;;; State of Califorrria ) County of �l-Pn v) ) Obefore me, personally appeared ' L. i n ' va` }ly Imewn-tome (or proved to me on the basis of satisfactory evIdenceA be the person whose nameeW r ubscribed to the within instrument and ack wledged to me that the executed the same in �sf r ei authorized capacity and that by ei signatur s) n the instrument,'the person s} r the entity upon behalf of which the p acted, executpd the Instrument. WI NESS my nd and ficial seal., Lt/�s�1►� i . . SITE PLAN REVIEW APPLICATION 4 Date: lo ' ()a. AP# 610 S G% U d o (� Permit Number (if applicable i APPLICANT INFORMATION Parcel Size: Owners Name: ��O�l n+ �J �Yl i S t VCA' Owners Address: a y q ;), y M U 1 I P.T A -w Or l Q raCin 5S96-- Telephone No.: 53.0 a,(o 3 S 1 % Situs Address: � Lo,+ �p Proposed Use: . Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory. +, ❑ Permanent Second Dwelling < ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): 4 ❑ Commercial Remodel ❑ Industrial Remodel Well 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 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY 'a Parcel Is In: 1 ❑ 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.: Index Date: ❑ 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: 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 Applicable Development Fees: C Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ,. .. ._, .tip ... ...-. 0 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 D 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 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in. accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa F07 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 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. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 7 County Center Drive Oroville. CA 95965 TEL: (530) 539-7281 FAX: (530038-2140 BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL 411 Main Street C-0 (J I / P.O. Box 5364 �-'�-C TEL: (530) 891-2727 kul— FAX: (530) 995- ' t h APPLICATION FOR PERMIT TO CONSTRUCT A SEWAGE DISPOSAL SYSTEM Owner's Name fn A t.) r !�h /:l- R / �I' t vA Assessor's Parcel No. D VO -5 va - do G Applicant's Name Sh A R -t Si* I V A Phone No. 530 -2,24. 34/ 7 a Mailing Address 2q.9 10 /amu 1629 AvL OAA A,jd e1q 9594, 3 1. Construction Site Xy'w. .. . a4,,- al,,� .41j A.1 a (Street and number or direction and dis nce to nearest crossroad) 2. Lot Size / eet x feet. 5y 9 0 0 -6--5-0 acres 3. APPLICATION FOR: New system for new building ® Auxiliary or secondary system ❑ Repair of or addition to old system ❑ New system to replace existing facilities ❑ 4. Type of building to be served by proposed system: Mobile Home ❑ (size 1 No. Bedrooms Garbage disposal? House No. Bedrooms 3 Garbage disposal? ye S Other ❑ (specify) 5. Water supply for premises: (Must be safe, potable water) Community ❑ Private well ® Other Water supply for ajoining properties: Community ❑ Private well ❑ Other 6. WORKMEN'S COMPENSATION INSURANCE ❑ 1 have placed on file with the County of Butte a certificate of Workmen's I am aware of the provisions of Section 3700 of the California Labor Code. Compensation Insurance. Which requires every employer to be Insured against liability for Workmen's Compensation. 0 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 Workmen's Compensation Laws of California.;. 7. SCALE PLOT PLAN TO BE FURNISHED Sketch to scale on reverse side hereof, or attach scale sketch of plot plan of the premises showing: a. Property lines. b. Location of all proposed and existing buildings, structures, driveways and parking areas. c. Location of large trees, rocks, or other obstacles. d. Location of any well, spring, creek or other body of water on the parcel and within 100feetof property line. e. Show direction and approximate amount of slope. f. Source of water. g. Water lines. h. Set back lines and easements. i. Proposed sewage disposal system and area for replacement. I hereby state that the information above and on the reverse side hereof or attached hereto is correct and true to the best of my knowledge. I understand that the permit must be obtained before any construction is begun either on the building or on the sewage disposal system, and that a satisfactory inspection of the system is required before the new building or dwelling may be occupied or the system backfilled, or put into use. I also understand that a safe potable water must be supplied to the new building or dwelling before occupancy can take place. Signed �^ A.L� Owner 5Q Authorized agent ❑ Licensed contractor ❑ Date (An original letter of authorization must accompany this application in order for an authorized agent to sign.) Legal parcel? Access Water plans cleared Comment S4 -579R FOR OFFICE USE ONLY Zoning Use permitted? Rcpt. No.` ) Amount Potable water ROBERT B. HEATON i architect 2044 PALM AVENUE 2 CHICO, CA 95926-2356 _�,'=,:'fir+t'tis r,a (530)343.8038 .rta.r 3. January 10, 2003 r*F ►Xr} �`Y-tSteve Sicke, General Contractor 4 hico;-CA pp & Shari:Silva Garage iv Durham, CA, rti Dear Steve: You have indicated that the STHD 14 Hold-downs specified for this project are {' $not - available focally. You may use the Simpson HD5A 'Hold-downs with the SSTB16 anchor bolts in lieu of the unavailable hardware. :'`,'Please contact me if you have any questions. , •t Sincerely, F 1 r Robert B. Heaton Architect ��.�• :: ,J;. �' fin,,,, 08 FIT e. t SAr N 19 - EN 3 -31 -OS mer • /, i t s + Td Wd62:20 COW 02 'uef 82082h2 02S ON XHd l:)dlIHOdH NOiU3H t3 Ia3E[Oa WOd_d ;I;. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 12 �-4- :nue Iva rw: auva bnop tsunding Pad Certification — Durham, CA We were employed to provide compaction verification on the Silva• shop building pad located off of Jones Avenue in Durham, CA. Due to the high non-uniform rock content in the fill material, we. could not proceed with standard nuclear density testing. Our technicians found that the soil contained in excess of 40% 1 '/a inch material, This confirmed that this material was too rocky to perform any conventional testing procedures. We decided that the pad A: r,placement 8t grading operations would have to be monitored during construction to assure that adequate moisture tcoaditioning and eompaetive efforts were achieved. t • i 'Mr ",.'�'Thc�pad was constructed primarily with rocky import material with approximately_ one and one-half feet of fill+ above surrounding ground. We, monitored grading operations. on site frorn 12/02/02 •-,_,oscarified approximately one•foot down to undisturbed soil itfi a sheepsfoot .compactor. We were on site foi mu compactive effort throughout the building pad. to 12/03/02. We ;verified that the existing grade was All subgrade was moisturc conditioned and compacted h of the fill operations acid were satisfied with -the 3 Based on witnessing much of the earthwork operations, we certify per Articic,3, sections 6735,5 and 6735.6a of the ,<} •Business and Professions Code that the pad placcrrcnt was properly moisture conditioned and compacted in 'accordance with Chapters 18 & 33 of the 1997 Uniform Building Code. ` Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Thank you for using Applied Testing Consultants to provide this questions regarding our services described above. Veryours, a"` ., St n✓Senior,Eitgineering Technician if you have any Staff Engineer f 1 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6x25 Facsimile: (530) 891-4243 NOTES RESIDENTIAL PERMIT NO. 040-590-006 05-2133 SILVA, SHARI"& JOHN j 9890 JONES AVE, DURHAM Cont: OWNER �r AG BUILDING FLO 0 o Zo NC E! yyy�' E - t, t } I SPECIAL CONDITIONS I CHECKED BY SRA FLOOD CERTIFICATE�REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ILE JOB FINALED (Date) Z� Signature J=OK 0= Not OK . = Not Ry Cle MOBILE HOMES . =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except ff's 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch . ' 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ft1 � P LPG 7. Well Clearance ✓i 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 Vs 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 Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 2. Soils-, Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line 5. Elec.; Pool Lighting; 15 Volts-GFI 3. Blocking 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Gas; MH Test -Demand -Valve 8. - Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 5. Electricity; MH Test 9. Health Department Approval 6. Water, MH Test 11. Light Niche -7. Water and Sewer Connected 12. Enclosure; Fencing -Alarms 8. Gas and Electricity Tagged Date Card B-1 Date Card B-1 9. Exits 10. License Decals 11. Verify ft's wrth Office Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 MISCELLANEOUS Date DEC OVERS, CARPORTS, GARAGES (Plans) OK except ft's ning Requirements -Setbacks -Easements . 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. - is Ftmg.; 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 l n, , Q Card B-1 Date Card B-1 Date Z Z` - . Card B-1 t.j A •- Date Card B-1 Date POOLS (Plans) OK except Vs 1. Setbacks -Easements 2. Soils-, Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI. 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. - Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = NotAppricaWe . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls,.Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Sizel /ga. Cu or Al-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ_ / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 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 AFlue-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) OK 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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.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 O Yes 83. Following InstldJDrive O 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 -Underground 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: APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION September 2, 2005 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Re: Silva Residence — Durham, Ca Gentlemen: We have completed compaction testing: on the building pad for the Silva Residence located at 9890 Jones Avenue -in Durham. The building pad was constructed with approximately three feet of fill. The pad was monitored and tested at one foot intervals up to approximate finished pad grade. The nuclear density test data sheets and moisture density curves per ASTM 1557 are attached. Based on the test data compiled -on thisproject and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that 'the . pad was properly. moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the. contractor' and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on..fill materials. are. by others. Please call if you have .any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS Brad Forsythe Char y Vice President C-0386 /07 Director of Operations . Staff Engineer 3060 Thotntree Drive,'Suite 10'o Chico, CA 95973 Telephone: (530) 891-6625 Facsimile: (530) 8914243 1600 Starr Drive, Suite C * Yuba City, CA 95993 *Telephone: (530) 671-4473 * Facsirriile: (530) 671-6770 C3= Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: APPLIED TESTING CONSULTANTS Aoisture/Dens�NGNEERING TESTING AND INSPECTION Sample No: T-1 John & Shari Silva Date: 14 -Jul -05 9890 Jones Ave. Tech: B. Carter Durham, CA. 95938 Don Pride Silva Residence Brown Silty Sand W/ Small Gravel N/S N/S 1 2 3 4 5 250 350 150 50 7421 7330 7296 6883 2855 2855 2855 2855 4566 4475 4441 4028 134.2 131.6 130.61 118.4 1 1_6.91 112.51 115.21 106.5 Sample Weight: 5200.0 g 1 1 2 1 3 1 4 1 5 Rock Correction' ASTM D4718 1026.7 1009.2 1013.6 1067.6 Total sample wt: +3/4 rock wt: % of +314 rock: Specific Gravity of +3/4: lRock adj. density: 904.6 875.3 904.2 968.4 81.3 82.9 86.4 86.4 823.3 792.4 817.8 882.0 122.11 133.91 109.41 99.21 14.8%1 16.9%1 13.4%1 11.2% 119.0 118.0 I I 117.0 I I 116.0 I I I I I a 115.0 I I 1 I T 114.0 I I I I I I 113.0 112.0 I I I I 111.0 I I I I 110.0 I I 0 109.0 I ( y = -23514x3 + 1214.8x2 + 1181.8x - 8.3757 I I 108.0 R'=1 I 107.0 I I 106.0 I I I I 105.0 AI I I I I 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% Moisture Content (% of dry weight) Max density from curve: 116.9 Max adjusted density: 116.9 pcf Optimum moisture:7% This test was performed per ASTM 1557 Reviewed by: �. 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimjle: (530) 891-4243 APPLIED TESTING CONSULTANTS a.:___.. _..._.___.._.._.._......� ..� ___ .....__._ MATERIALS TESTING, ENGINEERING AND INSPECTION d Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. 1 Client: John & Shari Silva Page: 1 of 1 Address: 9890 Jones Ave. Date: 7/11/2005 City, State: Durham, CA. 95938 Tech: D. DeMuth Attn: Don Pride Project: Silva Residence Soil Description: Gauge # 8 CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Bomag Sheepsfoot Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.9 Opt. Moist. Content: 11.7 90% Test # Test Depth Location: Horse Stable Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 8" North End -2' 128.0 15.51 112.5 13.8 97% PASS 2 8" South End -2' 125.9 14.1 111.8 12.6 96% PASS 3 8" North End -1. 128.0 15.0 113.0 13.3 97% PASS 418" South End -1. 129.3 16.4 112.9 14.5 97% PASS REPORT: Arrived at jobsite at 1130hrs. to perform compaction testing of the horse stable pad. Performed 4 nuclear density tests at random locations as indicated above. The 4 test results indicate at least 90% relative compaction. Note: The results of these tests apply only to the soil at the location and elevation at which the tests were performed. No other conclusion is rendered based upon these tests unless such conclusion is presented in the form of a report. Copies to: Reviewed by: 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 i Facsimile: (530) 891-4243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770 APPLIED TESTING CONSULTANTS MATERIALS TEST NIG, ENGNEERING AIND NSPECTION Nuclear Densitv Testina Renort Per ASTM 1557 Report Seq. No. 2 Client: John & Shari Silva Page: 1 of 1 Address: 9890 Jones Ave. Date: 7/13/2005 City, State: Durham, CA. 95938 Tech: D. DeMuth Attn: Don Pride Project: Silva Residence Soil Description: Gauge # 8 CALIBRATION DATA: Density Std.: Moisture Std.: I Density Xi : Moisture Xi Compaction Equipment: Bomag Sheepsfoot Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.9 Opt. Moist. Content: 11.7 90% Test # Test Depth Location: Horse Stable Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 8" North End FPG 129.6 14.8 114.8 12.9 99% PASS 218" South End FPG 1 127.5 14.1 113.4 12.4 98% PASS REPORT: Arrived at jobsite at 0900hrs. to perform compaction testing of the horse stable pad. Performed 2 nuclear density tests at random locations as indicated above. The 2 test results indicate at least 90% relative compaction. Note: The results of these tests apply only to the soil at the location and elevation at which the tests were performed. No other conclusion is rendered based upon these tests unless such conclusion is presented in the form of a report. to: 3060 Thorntree Drive, Suite 10 o Chico, CA 95973 e Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052133 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. . LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 09/09/2005 APN: 040-590-006-000 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. Site Address: 9890 JONES AVE DUR License Class : License Number: Map Index: Date: Contractor: Description: AG BLDG IN FLOOD ZONE(600), COVD(751) OWNER -BUILDER DECLARATION I 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 Owner: SILVA JOHN &SHARI REVOCABLE permit to construct, alter, improve, demolish, or repair any structure, prior MANAGEMENT TR to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of SILVA JOHN Hr SHARI TRUSTEES the Contractor's State License Law (Chapter 9 commencing with Section 24920 MOLLER AVE 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any ORLAND, CA 95963-9547 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 Code: The Contractors' State License Law does not apply to an Applicant: SILVA JOHN &SHARI REVOCABLE owner of property who builds or improves thereon, and who does MANAGEMENT TR such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for SILVA JOHN &SHARI TRUSTEES sale. If however, the building or improvements are sold within one 24920 MOLLER AVE 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 ORLAND, CA 95963-9547 sale.). ❑ 1, 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 not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code -5 Date:liA Owner: �G/Z� ✓`� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the for Engineer: work which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: -1351 S.F. I certify that in the performance of the work for which this permit is Valuation: $28,216.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. n% X0-5 Date: / /// �n7 Applicant: g. 11� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject a( employer to criminal penalties and one hundred thousand dollars $100,000 in addition to the cost of 3so� - 6 � , compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under he applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Reisolutionvto do work indicate ab ve for which fees have been paid. -:perform`ance cf the work for which this permit is issued (Sec 3097 Civ.) Name: By Date: - Address: PERMIT EXPIRES ON: - r D to ❑ I 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 ofButteto enter upon the above mentioned property for inspection purposes. /County yy r 0 Print Name: �/l /q 2 I 1 �r / V �} Signature: Date: 9 Id's Owner 0 Contractor" ❑ Agent for Owner 0 Agent for Contractor sit, e� 4 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 r OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION /LO Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** V OWNER Name Last NamFirst Sla Address SRA ame Q' d oiinl Address 29 e - — City' FIs Tyr Statef-I 04 Fa�D 1 � Fax Phone 9 r a 5 E-mail Phone Lic. # Fax E-mail -ruao,C6o V APPLICANT SIGNATURE X For office use only: CONTRACTOR Name Flood Zone Address SRA Address O So Nes ✓�. C"— - - — StateZi FIs Tyr Phone Fa�D E-mail State License Nu �� 9 Fax Phone 9 r a 5 E-mail Lic. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name 7,7-s Flood Zone Address SRA City St tt"'v Zip,/76 A� State e / 77`�/ Phone Fa�D E-mail State License Nu �� 9 APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Flood Zone A,- EI SRA Address �6 Ne S AV, City Du 2 A� State e Zip'7 Phos .3a Z1 7- O y, Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning_Zo Property Address 9 9O s Flood Zone A,- EI SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner 7Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP D�213� BIN # LOCATION AP# Property Address 9 9O s Cit Cross Street nS nt WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name / Address Description or Scope of W rk: b zone (c000� eow C'� 5 i Sq. Footage 1,35-7 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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: (6Q Receipt #: 'jly) G' r thu `7 34 Date: b-10- OBJ Amount: 1�10 Bldg SRA SMIP I Oq .q S Other A Total REV 2-24-05 SUBMITTAL & PERMIT 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 /N INK. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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. . ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 M M N I LO C) CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone 15301538-7785 Facsimile TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 srutherford cDbuttecountv.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 08/11/2005 Applicant: ISilva, Shari & John Permit No: 05-2133 Project Type: JAg Building 040-590-006 100% 70% Plan Check Fees $ 540.40 $ 378.28 $ 540.40 $ 378.28 WILLDAN Fee $ 378.28 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other R 51 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 'BPO J113J 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax,(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: SI Iva RR,w, n 1_ (' ASSESSOR PARCEL NUMBER r OLIO - 5q0- OO\U Proposed Building Use: bap n - A bide n T t� 0 Permit Technician: 1/ > 67. Date: '�40'05 It ms required in order to apply for a p' rmit. -All boxes MUST be checked OR marked NA in order to apply. _'W 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. N2W 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and-sigAe a culatioes. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. O 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. 0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0. 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. �t�td 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 0 11. Letter of intent for non-residential buildings 0 12. Hazardous Material Form %ZMW 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other R%maining items needed to issue the permit. (May require additional plan rc-view upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico D41 ovil plicable O16. Fire Sprinklers............................................................................................ 17 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... O Erosion Control Plan Required........................................................................ eoI20. ees as shown on the attached Schedule of Fees Due Sheet .............................. 0 City of Chico Plumbing permit........................................................................ 0 22. Site plan and business license approval from the City of Biggs .............................. o California Department of Forest plan approval ❑ paid. Sent by: 24. Aanning approval for (A) Use:(B)Parking: (C) Parcel Check: ....✓..... -emsOka 0 25. Contact Land Development about _ Improvements, _ Drainage ....................... �! 26. NPDES Form.. ............ ...... ....... orm................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 29. Worker's Compensation Carrier and Policy Number .......................................... �S.AJ 30. Owner Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization. O 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 33. Existing violations and/or expired permits.......................................................... O34. Deed Restriction.......................................................................................... 0 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... O 36. Other: 0 37. Other: When issued Telephone 5:30 -AVO -1-771 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ,,(16i.Qi� ,D.�+�' /�/� Date: d/ho /0's - 1. 0S1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re Contractor, designer owner was advised of the above data by fer phone, ❑ mail, D counter, by Date: Contractor, designer, oVer , was advised of the above data by ❑ phone, ❑ mail, 0 counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, O mail, ❑ counter, by _ Date: Plans reviewed by: Date: Plans approved by: I A I i Date: 91 2z A Structural reviewed r: Date: Structural approved by: VIJ t Il 1, Date: Note transfer b : Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan AttscMd i -,-- Rout Roar Plan Atuchad f'! Sant to B.D. X97 -Q-7 �. J ,� Ate -5�e -Oa C Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well -� Clearance for dwelling. Other Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER 51 IM PROPROSED BUILDING USE HOPISt Anrn - An b1d o'n FW 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) C. 00(b D• r RECEIPT # DATE REC. - 9- 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 5, &? 3 -� 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE IO 10S Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You 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 -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Butte Counly.Depar&nent of Developrlent Servrces 7 County Center Drive oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile yoU 141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. o I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Sh q k t S i/ U I4 Applicant Name: Sh- Al2r` �i kV' Building site address: 97 !!J APN: /70-5 90-oD� Permit No.: 05 9� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE e a �' t C�1 ent ®f Public �lorks � o f B Q t t e C o u n t y LAND DEVELOPMENT DIVISION A `r,� =� ® J . M'ICha21 Crump, Director Storm Water Management Program ® 7 County Center Drive G'o Oroville, CA 95965 (530) 538-7266 �LIC V (FAX) 538-7171 National P®llutant Discharge Elimination System (NPDES) Phase ti Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWP•PP) Acknowledgement jLESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: 1"G 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 L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality 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: ..'�-Til, IMM �2B e.?�y^�i:ti�v H �.r v=a.. 1'.'w'.L�}�d!i���yi.$'v`:1'£��^.f�iei�Y..::?�G%.:°:iii. _.T:i�::Y'i /.Q .. Y24:.•f 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. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [>4'_] NO[ ]. 2. I HAVE [>C) 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: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. 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 SIGNED: PROPERTY OWNER: DATE: 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING' GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile A *11`010001, WWM� Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Ko -_1 Micvael C. Vieir4 C.B.O. Mailager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 1� Ift �47W I LLies Serving PublIDA�N August 31, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Jurisdiction Job No: Assessor's Parcel No: Description: Willdan Project No: Dear Mr. Rutherford: Approved 05-2133 040-590-006 Silva -Ag Building 14353-1836-M 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com ' Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: �k Plans: Two (2) copies, sheet SD.1 dated 8/9/05 by Robert B. Heaton, G-1, S101 through S504 dated 6/22/05 by Blue Ribbon Manufacturing, Inc. * Structural Calculations: Two (2) copies dated 6/24/05 by ZJS Engineering Services, Inc. * Mise. Documents: Two (2) copies elevation certificate dated 5/31/05 The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. WILLDAN Serving Public Agencies K APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the- California heCalifornia Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC): • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of . , Type of Sprinklers Stories lg` Floor. Total Sq Ft Occupancy Construction Sq Ft BARN U-1 V -N N/A 1 .1351 1351 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of otliei• departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All "plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. Upon completion of 'the structure, the elevation of the lowest floor shall be certified by a registered professional engineer or surveyor & verified by a Butte Co. building inspector to be properly elevated, & the cert. & verification provided to the Flood Plain Administrator. SPECIAL INSPECTION NEEDS . Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Tom Trueb r Plans Examiner Thank you Cc: ' Alice'Mefford, ainefford@buttec'ounty.net Shari Silva, 9890 Jones Avenue, Durham, CA 95938 Page 2 of 2 r M Butte County 05=2133 t W illdan 14353-'1836-M. E OWNERS STATEMENT S11?w t7'PS S7A7FiUNr CLhw cF me J9wgy a, S&'ERY,CWS' Sr47ZAVVT We, HELEN M. DENTON, JOSEPH J. JUGUM and VICTOR 0. JUGUM,ev ownere of Ina I, JAMES M. HERRICK, do It ... by slots that 1 a a licensed land , rveyor the I da Hereby state that an 0c.S-h'L3_L 1989, s w pers land shown hereon , do hereby slot. that are IN only ons whoa. consent Is .f State of California , that the map of JUGUM SUBDIVISION represent, a survey made on the Be Coanly Board of Sup.M.ors officially approved the Subdivlalon Map of JUGUM SUBDIVISION. Easements and right-of-ady, n s e ue ary to pass claw title to said land and consent to the preparation and record- under my direction on September 28,1907, that it Is true and complele a anaen, described w , numbered I and 2 01 Itemthe Owner- man Slasel herein and offered for dedlcelion alio. of this map. that the re-mrn ents showill be eel in their correct position o or before September 1, to specific agencies and public hill;., w accepted on behalf of those an14N. only. Thane 1989 . and .111 be sufflclant to enable the survey to be rel raged . portions o1 Wed.— Lane. F. ... h AY.... and Jones Avenue os ,hoer) an the aane.ed map and gra accepted on ' behalf of Ina public in sea sknpla . TNse certain public utility eaasmenls shorn as P.U.E. an the ,",,ad map > eepled an behalf of the publie . - hereby offer for dedication to the County o1 Bait, the lallo.ing tar .pacific purposes: IbN0 4r Dole: f%v-Taber 31 /9 Pg I. INGRESS ,EGRESS ,SUPPORT ,STORM DRAIN AND DURHAM IRRIGATION DISTRICT: JAMES M. XERFICK. LS. 5616 An gas marl far algresf • egress , support and storm drain over , oc os, and under ,kaum Ranch Reade as sloven hereon, for use by all Public Utilities. Lau. Enforcement. Fire Protection, Esp. 9-30-90 No. LS 5616 G 1 J/J� tlr:l Welfare and ether pabil. and Coaniy agencies. IAeb vehkks and personnel, and to all Lot wIL M K RANDOIPH .O,ner, rIlhh IM, Subdi,Wm and made appwtmwl to said lots . I.rfd. Q Clark at the Bowd of 9upervisws OF 2. UTILITY EASEMENT: Easements to Pacific B,II, P.G. B E., and Stole TV Cable for inaralklion, maintenance and repel, of all ufi N.. c-11-Ndover , on , ocrew and order the Public Utility Easements IP.U.EJ shorn 'mane , I ... the, .1th fhs, right to Nim and rem. e . as oven .. n ...... y . tree, . limb, , and aXWTY S4TWYMS Sr47ZX0VT RECCbPJaEJPS CERT/F/C4TE brush. • I hereby atate that I nava esemked the final map of JUGUM SUBDIVISION Filed in the office of the Recorder of the County el Bu11e, Stale of California, al -Oo'clock 3. We rise offer for d.diaation to the County of Butte the Io1.mkg: tha111 is substedidlY the s m appeamd an the tentefivu mop an file, and any appeared A— M. on the 5/ATN day of NOVEM AER 1988 m Book A. Those certain portions of BLOSSOM LANE. FERSON AVENUE and JONES AVENUE as shover an alterations Ih... f , that N provisions of the S",filon Mop Act of the Stat of Callf-0. and o1 Moos. of pogetsl 7P TORfJ f2L, at the regusst of Nwlhstar Errgkeemq. In. anneeed moo to fee simple. any ked ordinance applkaMe al the time of approval of sold toefoR map her,, been eamp8ed S. Puenc uhnq ,...mem. w .n.., on Ina a�me.ea map . wilh and land .d1.,fied Ther the map is tacMkdlr correct. HELEN K DENT13FJ J PH . JUGU j -,4_ n WILLIAM CXEFF G.E. 14223 Butte Caunfy Surveyor Esp. 3-31-93 VICTOR D. JUGUM / ACKNOWLEDGEMENT I rue i 6TATE OF CALIFORNIA COUNTY OF BUTTE On Me 4B A' alar or .��. � . I9e9 . eater. m. ,the anae,nign.a . a Nelwy' � Pu'Jic la and lar said State, per... ally app—d HELEN M. DENTON, JOSEPH J. JUGUM and VICTOR D. JUGUM , knoarn to me to be the persons whose name, we s,b,d ibmI to the .1111, nstrumanf ,and e<knovlad9ed that they e.ecutod the ,mme. //////'���t �� Wille„ J� my hand and official sae. J / 'b5ici0'l- Notary pllc c \ i.:r,rv..n,a.o.v.wm.vm.v..,m.m°ywi MY REGISTRATXY. EXPIRES S/ B/`X` RECORDING NO. _g% /54JJ4,A4�<- CANDACE J. GRUBBS But. Cme1ly Recorder MOM SM o DOW900O H BEING A PORTION OF LOTS 10,13 25 AND ALL OF LOTS 11,24 8 26 OF THE JONES SUBDIVISION OF THE FERSON FARM PER BOOK 7 OF MAPS, AT PAGE S3; BEING A PORTION OF SECTIONS 19 8 30 , T. 21 N.. R. 2 E., M.D.B.9M. BUTTE COUNTY CALIFORNIA for su9olwslON No. 5,C5- HELEN M. DENTON NorthStar Engineering W oEIAA.,71oe oRne - OKs. d/IlAaosA wI9P.. tllw.3aGoo CIVIL ENGINEERS - PLANNERS - SURVEYORS A. R, e0-07-17 S 13 0 // 79 FEll, '+`d+f a• 1t`;�a _ '- f0. )I ;19L Of Le- de°Ype E 1T12•°b eD Jr� \ � fON L Ps _ acPlE: •.t71 P E° BE• ,P•+b3 _ 9 (/OH c aO mrC°Rw 4 19.o•a2?a w160!A 11A90.et— I1 \� GENS f2Cp0 E.l?f_ 50320 / ,a'( °" I'Ci �^mm s 3 E s.o• ` —AVENUE \fo !IN•�°two °e0°�f9` L9 °i °s ) '� o `o. Woxc' P_ - $ l�wl.. 1 [P ! .J 0�:0 by W.: f9,(T fO.1110 e f3 °� p \ Po �l = ETu m.l� BE W., SEW c _ 1 _ ° � e°m s.^ oe. V. � s? —T Y9�•FPON CPLC v % % �bsz.as $ 5 �"� TroN v, sfPPs mm.? / to fear �. NwrN '• t P `F�..9 E.. rt1oEI -a. \ OSE ST J D1. 10T0 \'r G0 LURE -. M AOM Celt P03 f0; y]C gs. 01 SEE q 1sa°TwN pm ,. a 8 oTE • eeyaba .0 MS. o E N""'` Eet?' ��o mRpRM p 3 L. Fal OS.P, BELE. OTB N.P'Pp £E BCPaS COAP BENT soa/� — 1 Il �.Yxm 'MMgy1f 7 Po.l/a ,AfsE 1b9e ]OEE09• r tE. !•`� f. @ s o'aA$o. ,{ •8 %Y.�� $ 1 2T •! W. \ BEAP9 CPLC pO9RlON `• v •OT• 6 ]>E°•'.�$ d • \ \ I is19.0•° C 6 FP°M 0100 4oe.aolPp, w � I sotPn C i l �B. C. •P �$. o?°• :4. �o r •9 W. 1 W. 11.10.30m pb � P IJ JON 1N.89°001R., 9.0.°x20 ^ •—KOO.S•' �— •O,., HELD m G % v (• zoe. IJO IR, c _ VENUE �'1•, 1 I \ � F0.' r I o Poi ll ,•s.°.. lBT3_ C FOR JNE OHL �1400.001aW,G B eE PO x.0•°Y2 ` b5s.00't6T3tPl JONES —�� 1.9o.s� \ \Tg\azi +POM cALc _ �\E!``��� !13091 `,TION mM ti� 1 9321 SOA° 1130.001P. B \AO\ 5+., �,%. \ m ° �'� O-$• � l2na.M 19.0°°22 �L.o1.wi1 �Fo.r o3P. eEPP? E9 oA°zi W.t aT, amo 1"0 IOW. 8� ti \3 O L IP SCE 0 ° \O X-DET41L •yOA.FEURS9 t \ �r iJ" \ )N.B2 \ �m y • —,�v 1 \ 1�\ r ,T0.9 s' F G t: lap MD SCALE W •L 1(1 \ 60 811 OD5 ]60 lT•,DO r 90e.b0 S"P (`QF y§U°�,• BASIS OF BEAR/NCS (;I i91 i1i:1 �+ � � � — IB W.1P�.P5 m i ��]68.00 w•w` �i� 6•T", P9 �.TUDS— OFeEuNERL, TIm M.Pb EHE KORrarmrLRE aF x �Yt 1903°1) W.Iq6z / lx' p°•p GB�T� IIj / / 1,., y6�Q• &.W]pl L?GB °L— EV +DICE °VEMDEJ L5 511°MM OM IPRCEL P6GE °O aM EVIpFtY.Cp BT YP111FNR IDWNN NfREaV O?S S.,� NFaRfI. NORTHERN R �R E & L. BEwxG a eam Er1E �PIb M e9•aroo- W. Pu Suo ESP. —'hSACRAMENTO ?s /f5T $• MOM � 1E11 M M / a N. lS56t6 �JMC��l1VU su O DO V gWom QMH( COURSE DATA RECORD REFERENCES RESOL UT/ON NOTES LEGEND A t\ BEING A PORTION OF LOTS 10 8 25 Q FOU NDS/.-IRONPIPE TAGGED LS3u6 AND ALL OF LOTS 11,24 8 26 OF THE Q 5.0.•22'.3-W. CLOP N, N, BOON7MAPS . PAGE 53 1. LOT ]f—NEVER SODOYAA.JON]OIIMONEIRSAND THE FEE b FOUND]/.-IRONPIPfTAG6ED RCE 16803 JONES SUBDIVISION OF THE PERSON FARM IS. 0.•2E' W. 63.00'IR W RF BOOR 32 MAPS, PAGE B9 NEN'TN! MRN TIE NEWS, THE WERTERLY 60• WAS DEEDED TO THE LOINTY FOR PIHLC HNJM.LY PlWPO5E9Nl91a Br Af.JPEa PER • FOUND a/. -IRON PIPE A6 NOTED PER BOOK 7 OF MAPS, AT PAGE 53; @,1 .Ov2f.J-W. -OT R. 800NTGMAPS,PAGE3] OFIDeoDRLJ.PAGE .... BUT TIEFEE REMAND,WDHTHE NEDb. O BETD—..PIPCTAGGEDLa3616 BEING A PORTION OF SECTIONS 19 8 30 , . 01.22' W. 75.00'IRq R• BOOR b] EAIB -P 11 P1E .0 OMMCA9 BF THE LAND ADJ05Im'G LOT 32 MAY USE IT AS A PRIVATE ©3.62.56.13-w'loo o.ao- N• BOOR 65 EAP:, PAG[1• •T"EREBr QVp'D ^CCESS. PFI+NOTc aMn = ]CTI -I/2 -IRON PIPE TAGGED L55616 T. 21 N., R. 2 E., M.D.B.BM. FOUND COUNTY MONUMENT RA BOOK 95 MAP!, PACE !I 2 THE CENTER W THE TRO RAAAOPO—T-OF-WM WAl 0 CALCVIPT[0 POIHT , NOTMNG FOUND On a[T CIN. SS'2S.C. ESOI74-0 R• R -O -W NAP OF SACRAMENTO NORTHERN 5TA.-L-173•00 TO eEDUELCUEDFNWENE—ONDF—EIO]TD,O IRAITb I) EMBRACES RECORD DATA BUTTE COUNTY CALIFORNIA -D- 336.00 °AICD °EC.31,19211 U1 SBE N0.562-.-10 BUTR Ca AND WTEASECT... FOR THE P.I. LOCATION. LOT NUMBERS PER JDNEI SUBDIVISION —DI W: YAP N0, b93HClT )� FILE D-S.S 1 THE 50.1TNEICY LLH[ Q JOolES SINMRLW WV ESTaBtriNED 0T°° tOC ° • 9R•09'AJ- MEL ERG THE STATION ON THE SAGALEAITO Np1THERM RAA RCAU L . 11265' Rr BUTTC COUNTY FIELD BOOK —S. —E. 40 A .1 R- 262•.1 A] l4CATE0 M.10IM AIIO A LRE FROM TNAT azaiin.I RI9 BOOR 2525 OA.. PAGCa 165 - IR 3TAT To THE F r Wax w AT TME SOCTMEAST CrnKEe HELEN M. DE NTON of LOT w. © R= 28:..9! 1. DEE° SCO. ISS, PAGE ].6 S., "').• RM GEED BOOK 143, PAGE .SB P North Star Engineering © A• 280..9! TD OECLANATIOM tlOVE CNICO. CM.99PMA 8]920 b161591J600 CIVIL ENGINEERS - PLANNERS • SURVEYORS L•IDsoaz' SHEET 7 OF .J: ._.-. A.R 40-07-10,1781a b9b Em 40. ExLFPTpN F PFN Ro � 3 E 4 p N 5.49 Ac GROSS 5.50 Ac GROSS f 524 Ac NET N c 528 AE NET DETAIL "A" NO %LLE PROJECT SITES 'ENUE DURHAM .. L OCAT/ON MAP Y NO SCALE . :EGENO O FOUND 3/4.1ROM PIPE T116E1 l3 3336 0 SET 3 . IRON PIPE TAGGED LS 3616 Q SE71.1/Y WON PPC TAEGEDU %16 o CLLCKATEG POM, NOTHOG fON31 OR 9CT Ar 6R039 TOTAL MEA T"( R W eiCFrr A}IES AV WE 4 NET Y1EA DUTGGE ROAD A -O -W �Q ApEG T08E OFON — TO COLNTY OF 3UTTE W FEE 506•U —E. —UTWTr EASf16JRM ITYN TTPCAL r o c..x.z3 Z 5.00 Ac NET 4t iY %E R 6.04 A5GR058 Ja4 `�0 y 5.70 Ae GRO53 5 I S.Oa Ac NET P \\D` Y I ITFI ' I� K 04•!243. 673.02 ` r T £ i' 1 . 13,.3! .37.3, K 04.22'4Y C8.269' L\ W t v 67E9T rtA ro IJ- I 9 % 2Gp45s4• 6.40 Ac GROSS r b 8 5.50 Ac E' 5.50 Ac Q '�y q W0. 1u5616 f, 6.22 Ac NET of Ka•er43• "' Y ,� < BEING A PORTION OF LOTS 10 B 25 -20A00' 6 AND ALL OF LOTS II , 24 8 26 OF THE JONES SUBDIVISION OF THE FERSON FARM $ PER BOOK 7 OF MAPS, AT PAGE 53; £ 463.OP �� 4],.43• �� . u, 1 ' BEING .A PORTION OF SECTIONS 19 8 30 . ----- ----- -----T -------- ------ T. 21 N.. R. 2 E.. M.D.B.BM. JONES I Kw•rY4r E. 134o.ar AVENUE �� BUTTE COUNTY n s� CALIFORNIA for HELEN M. DENTON NorthStar Engineering . Dv-- DRw- GMD0, 4{pi,6MA 15926. f916T6 —D0 CIVIL ENGINEERS - PLANNERS • SURVEYORS SHEET 3 OF ,iY A.P. 40-0,-10.17 6 18 .i 4\P• SCI'. r�f!P• \\P •O5~O i U y°s°1� q,I\ PSP W� • M\ `\P• Bel 1 ITN P°+65\ /IF i/ l�`0 �•0 100 1 I VIA i' �EIT� 1 4 SACRAMENTO NORTHERN R /R COURSE OATH RECORO REFERENCES s. oA•zz4a- w, ca.ao• N. eooX T Men, r,aE a4 1]. OM'4Z' Y. 8].00'IAW qE e00N aP MAn. PAG[ 15 Oe i. OA•YY'Al• M' a.n.00' RA 000K I, YAP3. PAGE 33 ID.LotT•W, 00'INA R. OOUN 63 MAPS , PAGE .O © S......... M. 10°.00' R. DOOR .3 MAP.. PAGE 11 IA. AP30' M. 100.00'iRIP OI A. —5S MAPS, PAGE 41 p M. e3V0'H•e. IeO.IA• Rr MAP OF SACRAMENTO N°NTMERM STA( -?3 R O W "D" Jab • 00 DATED DEC. 3k 1920 V. SBC M. e62-.-10 © A q -A3- 0. M.001 HAMG MG NAP NO. 155 3 Rs .UTTC COYMTT IILLO 5008 .413, PAGES AO A AI p• 6A•0e'MI RIP 11— 4141 oA.,'Act. 180 - I>t u. S3.ArR1. AP DEED 500. 190, PAGE 3A6 NOTE 1. ALL RC4IOUITML sIRUCTU¢i aWll DE OE41f IFD T° ATTIVUGTE — GUEIpTm r THE SOIIIKILM HCVIC RIiAOAD t0 THAT INTERIOR, MMC LLN61 ANE NO GREATER THAN E3 DCCaL; 2 TIUS SUBDIVISION LIES 'NIT.. I.E.M.A. ILDCID DUCE •>�. S. —UV RANCH ROAD AS aHOwN ON TMa.IAP — NOT OE,GU ETI OR CONSTRUCTED TO GOUNT, STUIOARDS TO. ACCEPTED BT THE COUNTY fAi WGMUIUCE 4. PRIOR TO ISSUANCE OF A SEPTIC TANN PERMIT. THE BUTTE COUNTY HEALTH DEPT. MAY REOUIHE SOIL TEST 151 TO VERIFY THAT THE SGL PERCOLATION 15 NOT EXCESSIVELY FAST. P�CPCCO IWC C \ BEP0.1 IOII GCPLE � 04' BSS C \ Ca GPLE /® I AD33 ,i oTp� \-f0��''•°>CD�� �o LF?s: cxi�'tl�-- o131NP0 !1N° )18.111 i a ti \ T1 �` wITN• �' /\}• eI. e!o 1P♦ \ hyo Inrc ��. v ma :E+0.♦KSS�i•\eI � � N1b w 5Ofi � \l O�$ i ' ♦ P wP. •O5~O i U y°s°1� q,I\ PSP W� • M\ `\P• 4, / YTi /-0 D•PG / LEGEND p UMC S/A" IROX PIPE TXS— LS 3S16 8 FOUNDS/.- IROM PIPE TAGGED NCE IGBOS • FOUND 3/4" IRON PIPE AS NOTED O SET a/.-IROM PIPE TAGGED LS 5619 0 SET I. I/4" IRON PIPE TAGGCO LG Se1L • FOUND COIMIY MONUMtMI CALCULATED POINT NOTHING FOUND OR ACT I IIII—CE A REEDING ORTA @P LOT -NUMBERS PER JONES 3UIDIVISIOM YELL LOCATMN VAJL ILACM IRQ YTMOf ARV BJL eLaDllG KTBAGR lK mm TYPICAL RASL RE6pEMML O ..kG 6CT8UM LIG: SHEET 1 Of jurvuA SM o DD OMM9DO nM BEING A PORTION OF LOTS 10 B 25 AND ALL OF LOTS II , 24 B 26 OF. THE JONES SUBDIVISION OF THE FERSON FARM PER BOOK 7 OF MAPS, AT PAGE 53; BEING A PORTION OF SECTIONS 19' B 30. T. 21 N. , R. 2 E. , M.D.B.BM. BUTTE COUNTY CALIFORNIA for HELEN' M. DENTON NwthStar. . Enginaaring n DECLARATMII DROVE OOCO. uLIaIrA "m C/10110— CIVIL ENGINEERS - PLANNERS - SURVEYORS A.F. aroT-0 "610 .7 1 NOTES °,� RESIDENTIAL �Cg/ 0-5 90F006 PERMIT NO w SILVA, J01 F9890 JONES AVE, DURHAM 7 �► NEW SINGLE FAMILY A. 0 ru • �, ,,. rr ti44, _ » s SPECIAL CONDITIONS CHECKED BY SRA a. - FLOOD CERTIFICATE REQ.,-~ w' - '-FIRE SPRINKLE —REQ. ' SPECIAL INSPECTION ITEMS_:.. VERIFY _ '- USE PERMIT CONDITIONS SUB -STAN DAR D'HOUSING LETTER OFFICE COPY Address _----� �•4d / GAS Dat Meter BY _�U, d ELECTRIC Dat Meter BY ;JOB FINALED (Date) ' Signature gml,4zu a 1 i s SPECIAL CONDITIONS CHECKED BY SRA a. - FLOOD CERTIFICATE REQ.,-~ w' - '-FIRE SPRINKLE —REQ. ' SPECIAL INSPECTION ITEMS_:.. VERIFY _ '- USE PERMIT CONDITIONS SUB -STAN DAR D'HOUSING LETTER OFFICE COPY Address _----� �•4d / GAS Dat Meter BY _�U, d ELECTRIC Dat Meter BY ;JOB FINALED (Date) ' Signature gml,4zu Ai JOK 0 = Not OK . = Not Ready NolApolicable 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;-/ P' L'ft. `= / P Nat. or/ P' L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance 'Card Date Card B-1 Date B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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 #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and.Lighting, Distance-GFI + 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche .12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready .-. r. RESIDENTIAL (Single & Duplex) Date UNDER 0OQR (Plans) OK except #'s Z Ftp , Main; Soils-Elec. Grnd.—/J /-/" Ftg. Depth tg., Gage; Soils-Steel-Elec. Grnd.-/%A Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stem IIs, Main; Steel-Blockouts-Wrapped 6. �mwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab Steel Wrapped 8. P' rs- . e lace Ft .-Steel V.• all -Fitting -Test -2 Way C/O -Sewer Test Weo'UF,,6as Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 4 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Date PLUMB[N"erR4q OK except #'s 1 .; Vent -Access -Combustion Air Baffle Pi e; Test & Anchor -Nail Protection 1 V.; Test Fittings & Anchor -Nail Protection -� Show Pan; Test, First Floor -Tub Access 21. T ub & Shower, Second Floor -Tub Access 22-0tas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 , Date Card B-1 Date ELECTRIIRAL (Permit) OK except #'s & Switches at Doors Uv�RqmgxAnstalled Close to Edge of Studs & C.J. 2 Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ 4La Cu or Al 11. Range ircle/ /ga Cu or AI -Oven Circ. / /g r Al Ins t `Neutral 0 Yes 0 No ce-F(iser Conductors &Ground Main Disconnect 3 earances Panels-Motors-Mech. Equip. 3 . es Closet Light -Shower Light -Spa Light 3 moke Detector Date 4&iClin oist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49 ire ies or Type A Flue -Fireplace Throat Clearance Date A ess; Size & Romex Protection -Draft Stop -Ins. Baffles Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MEC ANICAL (Permit) OK except #'s 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits A. . Ducts ;Insulation & Support Stair idth-Headroom-Rise-Run-Landing-Fire Protection 3 Ve rtrExhaust above insulation 57. n-6opilensate Drain & Overflow, Size & Grade Stu o Mesh -Drip Screed -Fd. Vents-Underflr. Access 39. (race -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 0. Shear Walls; Nailing -Bolts 61. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI (Permit) OK except #'s . ill roper Materials & Anchors 4 al S ds -Nailing Spacing & Braces -Plates -Sound 4 e n t%Valls over Girders & Floor Nailing Dr Stop in Walls (rat proof) 4 ire Ops, Furred Ceilings -Stairs -Chasers -Tubs 46. aders & Beams -Size & Bearing Date 4&iClin oist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49 ire ies or Type A Flue -Fireplace Throat Clearance 50. A ess; Size & Romex Protection -Draft Stop -Ins. Baffles 1 . Windows or Exiting Doors -Sill HtA Dimensions . Gara a°Fire Protection Framing- ReICTiannel 53. PplSerty Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stair idth-Headroom-Rise-Run-Landing-Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding ailing Veneer 58. Stu o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 azing Area -Glass Protection -Skylights -Plastic 0. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Wa -Windows Date - - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL1Btans) OK except #'s xy8teps-Door & Sidelight Protection -Landings " Detector Furnace Vents -clearance -Comb, Air-Connector- InJ015raae: Above Floor-Ducts-Mech. Protection 68. Q'F l _ & Bath Fixtures & Tub Access -Spa c. Trim &Suboanel. Breaker Sizes & Labels Z it ce or Stove, Clearance -Hearth 72eooEleu't_!.ets at Wood Panel, Int. & Ext. 73T%(it„6i cft. & Appliance; Ground -Air -Gap -Cooking Clearance 7 . lec. Outlets & Receptacles at Kit. Counter G ge Fire Door; Swing -Landing -Closure A.0 Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb. c. & Mech. Equip. Listed for Location 7 . eceptacles in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic 8 Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clem nce Looked under Roor 0 Yes 88rFollowifig Instld./Drive 0`6s O No/Walks 11Xes-0 No/PlantersJ@rYe-s 0 No 84. §Xicco Brown -Finish . A.9,,Unit Disconnect, Electrical -Plumbing we-lkntove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8• . r Well, Disconnect, Electrical, Plumbing 88`1E0rior Elec. Trim, G.F.I. Receptacle -Underground V i ation Throughout House lass Protection Cor ctions from Previous Inspections 92,< .s Test -Meters Tagged, Gas -Electric WaW & Sewer Connected -C/O to Grade -HD Approval .why Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date fo-tlle 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: . LOERMINSM,AMON co., INC. e, h: k � D 3 —OGS INSULAMON CERTIFICATE Mon DE BP oN OF wwALLATIOM C ROOF (i r184 C3Md Maim r' 7hhftew Thwrw R® (R-vakla) 2. GEIUNG Cause Rif 7Ws-- Fibaygim Swd Nam, MIRS Myiyine Coaft trIs adn. InsUdled WWqhW eq ----6 S € inimum Thdcm l� •7 S caches.' nf5 Pes' Theft R ae PR Value) - .. s �' 3. EXTERIOR WALL- WNW _.o 71ddowss Qnches�.5 4. RADS® FLOOR Titin fthea� b S. MAS FLOOR / PMMETER TwMfts .. PedmWer 9s aas Depth ( G. FOUNDATION WALL maw Brand No= Johm Rand& TNMMI Rwkftnw (R-Ve&ael____.�_ i bwwNam TheffaW R QR -Value d MMM g'/ ''� i. r d i�+r . e.y ! ! ±k : a c t 'i -t e • f <Lt' ��, n r n r '1 f : r t t a . e1 �� �t ".;�i 1 )..t�.k �• � :.i� to l.c i;u r t% 't .r. 14 .t ;•� t � ' a a e:• 1:,� 1 / :1�' i.6. PI, ir.,..,'1 t. t.r i�... ',r i 1; ,1.,Y r, . , .C -i Lf die , LOERIQ IHSUILAh0tM co, INC. Ira r CF �16bHQr�},G� .YYd�s U �I gnaw ���� CAne a$ tails .sir (Co. ame$ Our er 6MIr . :, i ctor ( ®. �64BtEi ®r mer COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT PC+ 1 541 ASSESSOR PARCEL NUMBER 040.590• oc� 2ON1NO A -=a BUILDING PERMIT OWNER �51wA_ Johfw) + S4A-rest TELEPHONE eq7-oq4. SO. FT. OCC. BUILDING VALUATION `�� ( l 2:3 C) — . OWNERS MAILING ADDRESS -rte "ISPO jo"Es >�� >Ugt 4593$ 7191 U CONTRACTORS NAME pWwJ ER TELEPHONE 1 10107S.— O O7G 41-1 775 7 .7 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 152 347,-- ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ *12. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 98Q 0 J owl es Ave Energy Plan Checking Fee $ $ '95036 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)k Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 06W S F e -E• "iew Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S FL.000 iFE 530 L ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) Jk I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /QJ X Sia444- �. �.liiy Date �5 kz h y Signature of Applicant - Pt Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service PDA TO lOooA 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT; NON-ReSID MULTI.OUTLET CIRCUITS 97.50 PowER APPARATU S 8 SINGLE OUTLET CIR. Ex. Occup. ouTLEr OR FIXTURESIR �0 @ 1:00 Ex. Occup. G,nLEE°,SA6.)' E,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 4-4.2. 5o Haz. I D FEES IMP I FLOOD I CDF PARCEL I FD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fe have been paid. r 117 c By Date J PERMIT EXPIRES ON 51:101D J I p e ReceiptNo.370364 -4 %3c%:25//3 R 1647 (� �-• to 4 d5� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLD OD -APPLICANT APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site: d M -,51>2 — 04 Street Address of Site: Applicant's Name: �2�;z 1 c �? 1 Applicant's Address: y �� % l , �e, 67 , Applicant's Telephone Number: l 5J, Building Permit Receipt Number: 3 '� / LY % (Show Copy of Permit Signed and Issued) Date Sewage Disposal Permit Issued: 1*& 3 (Show Copy of Permit Signed andissued) I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. - - - - Applicant's Signature: TO BE FILLED IN BY PLANNING DIVISION Date Application Received: &qO iyv4-y O 3 Zoning Verified By:� Permits Reviewed By: Associated Building Permit #: Planning Approval By: Ltd !(Z" -I Date Approved: a D 11n ±:z �. -6 20 �&V&W� v' File: "Mobile Home Permits - Temporary" 2ao 'A4 ,'\ �_-.�',<.;�.i sk+R•-ik»»:.+tt.�.".°R•wt^w..v� �=.'•"tib -.., _--a.�-..7.�-Si,a+'!`w-t. t+"^+.'277^"t'7'�yl��:a��I:Pt.`�" ,�s�'111C`i�" c�, . � y"�.��.��YF. ^�'"'. i' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone,630) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT V 03-0795 ASSESSOR PARCEL NUMBER r 90 -WE ZONING I A20 BUILDING PERMIT OWNER Silva Jahn and Shari 865-32nTELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 24920 Mollis Avenue Orland CA 95%3 CONTRACTOR'S NAME A wwr work 826-3517 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9890 Jones Avenm Durham CA 9593$ Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: tw electric for garage and House BP03-0654 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I WF—' 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oOA oA mss 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.P License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 r a X Date J �� l0 3 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To ,000A 46.00 NEW CONST. DWELLING OCCUP. SO WE OR ADONS. 6 ACC. BLAS. 3.5¢FT. NONgEOSID. MULTI.OUTLET 97,50 OWER APPARATUS 8 SINGLE O.ZrCR. Ex. Occup. OUTLET OR FIXTURES BAL 20Q1'0° 50 Ex. Occup. oFlx s .=.GEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES IMP This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated lbove for which fees have JJ by ,. '�/ �;.i 1l�' PERMIT EXPIRES ON�' applicable provisions to do work been paid. Dater Dere Receipt No. ? / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING DIVISION ` 7 County Center Drive - Oroville, California 95965 • Telephone 30) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03-0795 ASSESSOR PARCEL NUMBER 040-990-006 ZONING A9n BUILDING PERMIT OWNER Silva John and Shari 865-3243 TELEPNO E SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 24920 Moller Avenue Orland CA 95963 CONTRACTOR'S NAME owner work 826-3517 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS 9890 Jones Avenue Durham CA 95938 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: new electric for garage and House BP03-065Z Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Serviceeoov OR LESS 2o.A OR LESS 23.00 2_3 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. . I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XDate / /D 3 Sign a of Applicant -•O Owner O Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 3 ACC. gLDS. SO 3.50FT: NON -R SIDBRANCMULTI.O . TITS @7,50 POWER APPARATUS 6 SINGLE OUTLET CXR. 1000 Ex. Occup. OUTLET OR FIXTURES 20 B(P . Ex. Occup. DFUTLETS Ra °EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE s 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ D FEES IMP FLOOD CDF This permit is hereby issued under the of the Butte County Code and/or indicated ove for whic ees have ? PERMIT EXPIRES ON V "� applicable provisions Resolutions to do work been paid. Date I 7Kn 1' n Date Receipt No. . r' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J APPLIED TESTING CONSULTANTS �.: �2:y. �.•x.�.aae - - - —=rc: r.. -^--cc.:.s :.-a�.----•• -, cr•--„`-'^�+c-.�^�-='. MATERIALS ENGINEERING TESTING AND INSPECTION December 19, 2002 John Silva 24920 Moller Avenue Orland; CA 95963 Attn: Mr. John Silva Re: Silva Shop Building Pad Certification- Durham, CA We were employed to provide compaction verification ori the Silva shop building pad located. off of Jones Avenue in. Durham, CA. Due to the high non-uniform-rock.content in the fill material; we could not proceed with standard. nuclear density testing: , Our technicians found that .the :soil contained in excess of 40% + 3/4 inch material. This confirmed that this material was too rocky to perform any conventional..testing procedures. We .decided that the pad placement. & grading•operations would have-to.be monitored during construction -to assure that adequate moisture conditioning and compactive efforts were achieved. The pad was -constructed primarily .with' rocky -import "material with approximately one and one-half feet "of fill ' above• surrounding ground. We.monitored grading operations on site from 12/02/02 *to. 12/03/02. We verified that the existing grade was scarified approximately one foot. down to undisturbed soil. • All subgrade, was moisture conditioned and compacted with a sheepsfoot ' compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the.'building pad. Based on'witnessing much of the -earthwork operations, we.certify per Article 3, sections 6735.5 and 6735.6a.of.the Business and Professions Codethat the pad , placement :was properly moisture conditioned and compacted . in accordance with"Chapters 18 & 33 of the 1997 Uniform Building Code. . Applied Testing Consultants is not :a licensed surveyor. We do not .verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design 'engineer for this project. Designs for consolidation, differential settlement and.bearing on fill materials are by'others. Thank you for using Applied Testing Consultantsto provide •th questions regarding our services described above. . Veryours, . . Stee e Senior Engineering Technician have any Staff Engineer 3060 Thorntree Drive, Ste. 10 -'Chico, CA 95973 -'Telephone: (530) 89.1-6625 • Facsimile: (530) 891 APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site: Street Address of Site: 4Y l 0 Applicant's Name: Applicant's Address: Applicant's Telephone Number: (5-:3e) Building Permit Receipt Number: (Show Copy of Permit Signed and Issued) Date Sewage Disposal Permit Issued: ;0 3 &� (Show Copy of Permit Signed and ssu d) I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. 7 Applicant's Signature: TO BE FILLED IN BY PLANNING DIVISION Date Application Received: a Zoning Verified By: Permits Reviewed By: Associated Building Permit #: D 9 —AQKE !Z Planning Approval By: b �Z.114� Date Approved: &0 -n v3 File: "Mobile Home Permits - Temporary" Chapter 24 of the Butte County Code 24-300 C. Temporary uses in zones permitting a residential use: 1. Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. J STRUCTURAL CALCULATIONS Structural calculations for: Silva residence ROBERT B. HEATON Architect 2044 Palm Avenue Chico, California 95926 (530)343-8038 0 O-3-041 —¢ BUTTE COUNTY BUILDING DEPARTMENT APPROVED S TRUCTURAL CALCULATIONS Structural calculations for: Silva residence ROBERT B. HEATON Architect 2044 Palm Avenue Chico, California 95926 (530)343-8038 Wind loading; Basic wind speed mph Exposure Design method ethod,--_'� Structure category Enclosed Seismic; Seismic zone Gravity loading; Assembly; Applicable DL LL Reducible ble ILL? Sloped roof - less than 4:12 S : Sloped roof - greater than 4:12 16, YYes: Upperfloor ,M 04'0 '-' S. Lower floor _Y es---; {910V Soil data; UBC Classification 5 Allowable bearing 1.000 ksf 3 Soil Soil classification: °S {; Reference table 18-1-A 1997 UBC Soil weight: 0.:11Q kcf Input data for user defined classification . :. Allowable bearing pressure i;;06 ksf Max. allowable pressure ' X0:®00; _ ksf Increase for depth X0:0©0 ksf/ft depth _ Increase for width 050,U0 ksf/ft width Friction coeficient Lateral bearing (passive) ° '0000>:1 ksf/ft. of depth below grade Increase for wind/seismic :0:000 Include footing weight when calculating soil pressure ? 'yes r Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf Page 1 r 9e.» •- �%�� r ' 'S'� X J"n.,'. `�'E,+in; f f s,,.nr a-F -t '9 '•Z�in �-`4 yn ."°'v- t, .syi `zy?7��Yyry `y r" 1'rP� T w ,. y iU> tmeGn..`tg,'-e "';'a'7' y < �3'.S• >; • Load duration factor1='25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(irN) ' 2x4 0.419 0.416 _ 5.360 a.�Zns��'`.'SF ,s:,:t �iF�,kr„�•7 �frr�'S'�`;,':4^`r5". �.'"�"i' ',�j,8"' -i'°' �s Y'" �k1 �{t= t "e'@! ,, ... 2x8 1.438 0.861 47.640 2x12 2.884 1.336 177.980 'F,� Ty`_`S,'`,3'R1.•`. Qy'°•r'�h'�r 4."� 4 '� �'y.•."` �'' ..-'4',�a�aa� ,5 .^: - �:��2x14�:��-� ���� ;, �3�;600�-•�1 '�`���, �1�574�';"�,,. ��� �x29QTf5°�>,� n..,.�a•,..ws;-;� '�..,.1:�..:. *..-0,t..�+:,�. , a's'�..�'.�..t;k �' w �.a..y.'+4s' ',ki a9..c:..i...',a`"d'a:__ usaa� F 44 0.978 0.970 12.510 - �u '- i7 �wsS..ec+:,•n.�;lt :L � .m+n...cre... a?irw,;.5t:7.!iq?rw• 1'�i:.a..,�t..a t., w:'.�'P.:,,i"lr�+'4,_!F.l�A�ek,�d suw.v',w.r ii,G. ,❑:' r. ., .. . 48 3.633 2.009 111:1'50 4x12 7.403 3.118 415280 .. '. �'G� �a ��.�,.�y£,CY�r✓s _.'3 1"'Sl'�"'l• �"�."-'"�.z � ed� e•� - L� '7d" "ar"`a-: d LAS , . 6x6 3.900 2143 76.260 6x8 ������� ��� 6q 776 ��F ���� �w 2825-�•�� �,�� , .�>�� k ' i U: xii v.: ....yid lrc:. ,t r ...,...�5.�,; .,..'�... ,..�....s-.a?u"S'•,?er5�=+.-a.. a+3s...,.YCa-wt «..1� . .. . 6x10 11.030 3.604 362750 ' ��76xs1�2��� ��16 ;31,5r:-v.�.�.� �����3�_ ��..� �t65Z590�'�'� � ., . • • 6x14 22.259 5.163 1.066.180 3.125x12 18.750 5.156 450.000 Nir-"cFOF- +�.`a 3 ��125x13:5 s� ` x -' 6 .,%.720gte) 3.125x15 28.580 6.445 878.910 .rte. �� 't1S`>w'1 •y ��55 V"'.•�" ._S -'1.`"?. i• x •^I� s ,�-..�E�r�s 3 r1y25x16*5 " � � 3452;16 - .���.,r.r.: . �ds..,..iiia+�r.5:,n.dw:Px�.,:+:;,.:it�:s�'�a;:yc-Sr, 3.125x18 40.329 7.735 1518.750 r n5125x1Or5��n23543:���7 399�� 49 400 �j . r+...: sa�...u.. .�?:.,:.:,'"u.'..s :..e.•'.. � .�i. : 5.125x12 30.750 8.456 738.000 ' .t, -.. z -h •' :s.. ,.x", 5 .m.•.-. n"+-nr y".E.7ra`4 . "sr.• r "" _ 1�2�313�5� , � � �;� >�38 41�3�-4>y��,..,,`-,.�;V �R�= .. _t„r .�.✓..•nmr:.,__ �.tw.� a..ern '$'. 'w ... s+.�Kaam+3s. _.��....wt, x2�',.,. .,i:...a:s<.,A..�-. 5.125x15 46.870 10.570 14411.410 e•'+'�"'° .! / * c�"Fa. 7-�a�a.'"r,L1'.' k .>'-�-n' �' a �wc Pie - •e+;•"'yYk�'rri'=k.'..v +riY �`ri4r.„ p ri <y�•'.� - .. ' .5.125x18 .66.140 12.685 24901.750 } f. A LL nnnn (24,S/�.-Z)_.0 ( 4' a- of ZZS�� �X 9 36 Y tFrank M Glazewski - Architect Title: Job # 1370 Ridgewood Drive Suite 10 Chico, California 95973 Dsgnr: Description Date: 11:46PM, 18 FEB 03 ' 530-343-4630 fax 530-893-0532 Scope: ' FRev: 560000 User: KW-0604815. Ver 5.6.0. 2-Sep-2002 (c)1983-2002 ENERCALC Engineering Software General Timber Beam Page 1 \\vaio\d\ec55 daWsilva.emCalculations Description H-1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm:5:25x11.875``-� Beam Width-5.25.Qinn,-' Center Span 16.25 ft .....Lu Left Cantilever ft .....Lu 0.00 it 0.00 ft ' Beam Depth 11.875 in Right Cantilever ft ...Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2:0� Bm Wt. Added to Loads Fb Base Allow 2,900.0psi t Load Dur. Factor 1.250 Beam End Fixity Pin -Pin Fv Allow 290.0 psi Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi ' Full Length Uniform Loads Center DL 225.00 #/ft LL 236.00 #/ff Left Cantilever DL #/ft LL #/ft ' Right Cantilever DL Summary I #/ft LL #/ft Beam Design OK ' Span= 16.25ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.422 : 1 Maximum Moment 15.7 k-ft Maximum Shear 1.5 5.8 k Allowable 37.3 k-ft Allowable 22.6 k Max. Positive Moment 15.72 k-ft at 8.125 ft- Shear: @ Left 3.87 k ' . Max. Negative Moment 0.00 k-ft at 0.000 it @ Right 3.87 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.386in ' Max. M allow 37.27Reactions... @ Right 0.000in fb 1,528.51 psi fv 93.08 psi Left DL 1.95 k Max 3.87 k Fb 3,625.00 psi Fv 362.50 psi Right DL 1.95 k Max 3.87 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.257 in -0.510 in Deflection 0.000 in 0.000 in ' ...Location ...Length/Deft 8.125 ft 758.4 8.125 ft ...Length/Deft 382.48 Right Cantilever... 0.0 0.0 Camber (using 1.5D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.386 in ...Length/Deft 0.0 0.0 ' @ Left @ Right 0.000 in 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2. t Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Rea'd Allowable fb @ Center 15.72 k-ft 52.03 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 5.80 k 5.80 k Area Required 16.009 in2: 16.009 in2. ' Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 3.87 k Bearing. Length Req'd 1.134 in Max.. Right Reaction 3.87. k: _ Bearing.Length•Req'd• 1.134 in ' Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 ' Chico, California 95973 530-343-4630 fax 530-893-0532 Title: Job # Dsgnr: Date: 11:47PM, 18 FEB 03 Description Scope : User: KW -0604815, Ver 5.6.0, 2-Sep-2002Page 1 wa (c)1983-2002ENERCALC Engineering Softre General Timber Beam \\vaio\d\ec55 datalsilva.ecw:Calatations Description H-2 Beam Design OK Span= 8.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Total Load ' General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Deflection, Section Name 6x17 Center Span 8.25 ft .....Lu 0.00 ft ' Beam Width 5.500 in Beam Depth 11.500 in Left Cantilever ft .....Lu 0.00 ft Right Cantilever ft ...Lu 0.00 ft ...Location Member Type Sawn Douglas Fir - Larch, No.1 ...Length/Deft Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi 4.1 k -ft Load Dur, Factor 1.250 Beam End Fixity Pin -Pin Fv Allow 85.0 psi Fc AIIow 625.0 psi ' Wood Density 35.00Opcf E 1,600.0ksi Camber ( using 1.5 Full Length Uniform Loads 27.742 in2. ' Center DL 225.00 #/ft LL 236.00 #/ft @ Center Left Cantilever DL #/ft LL #/ft ...Length/Defl Right Cantilever DL _ #/ft LL #,Ift Beam Design OK Center Span... Span= 8.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Deflection, Max Stress Ratio 0.439 : 1 0.000 in 0.000 in ...Location 4.125 ft 4.125 ft ...Length/Deft Maximum Moment 0.0 4.1 k -ft Maximum Shear*. 1.5 2.9 k . Camber ( using 1.5 Allowable 27.742 in2. 17.0 k -ft 0.000 in Allowable @ Center 6.7 k Bearing @ Supports ...Length/Defl Max. Positive Moment 4.05 k -ft at 4.125 ft Shear: @ Left 1.97 k 1:97 k @ Right Max. Negative Moment 0.00 k -ft at 8.250 ft @ Right 1.97 k Max @ Left Support 0.00 k -ft Bending Analysis Camber: @ Left 0.000 in Ck 24.972 Max @ Right Support 0.00 k -ft 121.229 in3 Area 63.250 in2 @ Center 0.034 in CI 0.000 Max. M allow 17.05 Reactions... @ Right 0.000 in fb 401.18 psi fv 46.60 psi Left DL 0.99 k Max 1.97 k Fb 1,687.50 psi Fv 106.25 psi Right DL 0.99 k Max 1.97 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection, -0.022 in -0.045 in Deflection 0.000 in 0.000 in ...Location 4.125 ft 4.125 ft ...Length/Deft 0.0 0.0 ...Length/Deft 4,407.1 2,223.80 Right Cantilever... 2.95 k Camber ( using 1.5 D.L. Defl) ... 27.742 in2. Deflection 0.000 in 0.000 in @ Center 0.034 in Bearing @ Supports ...Length/Defl 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.572 in Max. Right Reaction 1:97 k @ Right 0.000 in Stress Caics Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Rea'd . Allowable fb @ Center 4.05 k -ft 28.82 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.95 k 2.95 k Area Required 27.742 in2 27.742 in2. Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 1.97 k Bearing Length Req'd 0.572 in Max. Right Reaction 1:97 k Bearing Length Req'd 0.572 in 4' S; wr,Q.Q= y6l2( ory! _ 30/2-CO/6) +/0/2-(02-0) t 6 (00 LI) _ .gjoK(' w�= C��2 +��, ori{ f 6�.oro, = , 3SyKi• _ _N to Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Description H-3 Title : Dsgnr: Description Scope: General Timber Beam Job # Date: 11:47PM, 18 FEB 03 Page 1 LGeneral Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 I Center Span 13.00 ft 0.00 ft Beam Width 5.250 -in ...Lu Left Cantilever ft 0.00'ft Beam Depth 11.875 in .....Lu Right Cantilever ft ...Lu 0.00 ft Member Type Sawn Truss Joist- MacMillan, Parallam'2:OE- -, Bm Wt. Added to Loads DL #/ft Fb Base Allow 2,9b0:0 psis Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Full Length Uniform Loads Center DL 336.00 #/ft LL 428.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ff Summary Beam Design OK Span= 13.00ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.442 ; 1 Maximum Moment 16.5 k -ft Maximum Shear 1.5 7.6 k Allowable 37.3 k -ft . Allowable 22.6 k Max. Positive Moment Max. Negative Moment 16.46 k -ft at 0.00 k -ft at 6.500 ft Shear: 0.000 ft @ Left 5.06 k @ Right 5.06 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft' @ Center 0.231 in Max. M allow 37.27 Reactions... @ Right 0.000 in fb 1,600.76 psi fv 121.85 psi Left DL 2.28 k Max 5.06k Fb 3,625.00 psi Fv 362.50 psi Right DL 2.28 k Max 5.06 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.154 in -0.342 in Deflection 6.500 ft 0.000 in 0.000 in ...Location ...Length/Deft 6.500 ft ...Length/Deft 1,013.0 456.53 0.0 0.0 Camber ( using 1.5' D.L. Defl ) Right Cantilever... @ Center ... 0.231 in Deflection 0.000 in 0.0 0.000 in @ Left 0.000 in ...Length/Deft 0.0 @ Right 0.000 in Stress Calcs- .Bending Analysis Ck 19.049 Le Cf 1.000 0.000 ft Sxx 123.389 in3 Area 62.344 int Rb 0.000 CI 0.000 Max Moment Sxx Read- Allowable fb @Center 16.46 k -ft 54.49 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 7.60 k 7.60 k Area Required 20.957 int 20.957 int. ' Fv: Allowable- 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 5.06 k Bearing Length Req'd 1.484 in Max. Right Reaction 5.06 k Bearing Length Req'd 1.484 in I I 'Frank Span= 12.00ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin 10 M Glazewski -Architect Title: Job # 1370 Ridgewood Drive Suite 10 Dsgnr: Date: 11:48PM, 18 FEB 03 Chico, California 95973 Description ' 530-343-4630 Scope 6.3 k fax 530-893-0532 Allowable 37.3 k -ft Allowable Rev: 560000 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 General Timber Beam Page 1 (01983-2002 ENERCALC Engineering Software 12.69 k -ft at 6.000 ft Shear: \\vaio\d\ec55 data\sitva.ecw:Calculations ' Description H-4 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm 5:255 11.875 Center Span 12.00 ft .....Lu 0.00 ft Beam Width �'- X5:250 in Left Cantilever ft .....Lu 0.00 ft ' Beam Depth 11.875 in Member Type Sawn Right Cantilever ft-' Lu` Truss Joist - MacMillan, Parallam 2.0E_ 0.00 ft Bm Wt. Added to Loads Fb Base Allow Y 2,900A psi 0.00 k -ft Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi 37.27 Reactions... ' Wood Density 35.000pcf E 2,000.0ksi Full Length Uniform Loads fb 1,234.42 psi fv 101.80 psi Left DL 2.21 k ' Center DL 354.00 #/ft LL 336.00 #/ft Left Cantilever DL #/ft LL #/ft Fv 362.50 psi Right DL 2.21 k Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Bearing@Supports Max, Left Reaction 4.23A. Max:,.Right Reaction 4.23 k. Beadng;Length Req'd Bearing: Length, Req'd 1.240 in 1:240 in Span= 12.00ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.341 : 1 Maximum Moment 12.7 k -ft Maximum Shear1.5 6.3 k Allowable 37.3 k -ft Allowable 22.6 k Max. Positive Moment 12.69 k -ft at 6.000 ft Shear: @ Left 4.23 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 4.23 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.176in Max. M allow 37.27 Reactions... @ Right 0.000in fb 1,234.42 psi fv 101.80 psi Left DL 2.21 k Max 4.23 k Fb 3,625.00 psi Fv 362.50 psi Right DL 2.21 k Max 4.23 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.118 in -0.225 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,225.1 641.35 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.176 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2. Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Rea'd Allowable fb @ Center 12.69 k -ft 42.02 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 6.35 k 6.35 k Area Required 17.507 in2 17.507 in2 Fv:;Allowable :. 1.362:50 psi 362:50 psi Bearing@Supports Max, Left Reaction 4.23A. Max:,.Right Reaction 4.23 k. Beadng;Length Req'd Bearing: Length, Req'd 1.240 in 1:240 in Lo( �e✓� I Ana I yS�S% -:WUUV4--D-1�5k�� 5 y 3 1Z Seismic=factors,ki structures 07T.U8C Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 ' Importance factor :;.,v.000` System description: (Table 16-N) 1'a. Wood structural panel walls... ' R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor hn :TOQ00 feet ' Input C, from table 16-R: Input Nv from table 16-T: CV :: Q;5:40� Nv Input Ca from table 16-Q: ' Ca 0 36Q= Calculate numerical coefficient CT: _ Building frame system: 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,,)314 0.11 sec. (30-8) ' The total design base shear shall be determined per UBC 1630.2: V=((C,*I)/(R*T))xW= 0.87 W (30-4) The total design base shear need not exceed the ollowing: ' V=(2.5*Ca*I)/R 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)/R (W)= 0.044 W ' F = 0.164 W Design factor for structure IJ Iq W M.AesiO values='lJniform<Building Code--Table--lfiH :_ -1:20; 0.0108 0.0117 0.0125 Exposure; B Inward Enclosed and unenclosed structures; t2T- • 0.0108 0.0117 0.0125 Importance factor; 1:0.0 ` Outward Partially enclosed structures; ,1:60=.,.. 0.0144 0.0155 0.0167 Basic wind speed; 75.00 mph qs Parapet walls; psf 0.0117 0.0126 0.0136 Roof pitch; 6:00r a in 12 angle 26.57 degrees PRIMARY FRAMES AND SYSTEMS Enclosed and unenclosed structures; Slope < 7:12; 1;:30:: 0.0117 0.0126 Direction 0.0143 0.0158 Ht. <0'-15'> <205 <255 <305 <405 0.0143 0.0158 Out/in Ce 0.62 0.67 0.72 0.76 0.84 Partially enclosed structures; WALLS -q,-. Slope < 2:12; Windward walls; 0:80" 0.02 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls; 0:50' „; . 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; 0.0072 0.011 0.0126 0.0136 0.0143 0.0158 Slope > 7:12 to 12:12; ROOF 0.0153 0.0165 0.0177 0.0187 0.0207 Outfin Slope >12:12; Wind perpendicular to ridge; ELEMENTS AND COMPONENTS (In areas of discontinuities) Leeward or flat roof; 0:70 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Outward 0.0108 0.0117 0.0125 0.0132 Slope 2:12 to less than 9:12 A`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 0.0253 Wind parallel to ridge and flat roofs 0.70::' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; :_ -1:20; 0.0108 0.0117 0.0125 0.0132 0:0146 Inward Enclosed and unenclosed structures; t2T- • 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; ,1:60=.,.. 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 1:30': 0.0117 0.0126 0.0136 0.0143 0.0158 Outtiin ROOF Enclosed and unenclosed structures; Slope < 7:12; 1;:30:: 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; :11:30:: 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; 1'7l)a,..`. 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; V0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; 0;80;-; 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; :---1:'X` 0.0153 0.0165 0.0177 0.0187 0.0207 Outfin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers; =9:50• ; 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 2:30:. 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 1':60:5: 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. 02:80:: 0.0252 0.0272 0.0292 0.0309 0.0341 Upward I I I� i2p4Q wi►�d -- i � I W4 LjS ,,_� _WU, 9.S 5? (4 j VC�4 C. N Orl .00IZ T 9,S�.00�o - •IZZ�`/� .oil + I,S .0090)= .oC961+4 �Zki, i s 1 i ±?G - q i F -g+ -A= y 3 I mcg s E3,Yb j i 1 i 1 U1tc�d 111 OF F G (,arz=(ro%+,5+ 6.35, • �Il�- _ ..13��'�� I IS IIA c Pas--/uweS- 3 y 5 I� 30 <oiY�,16N K (,Srn S 4-(jl �3 435' i Q) NOW, 00-012 10 1/2" gypsum -:board.. nailed with 5d nails-at,77 o.c. max, 11 5/8" gypsum board.hailed with 6d nails at:7" o.c. max. 12 7/8" 3 coat portlandi cement plaster. No. 11 GA.,1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" O/C max.' 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 Zinqh by 2 inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Jim Mark Description BKi. 1 3/8" cdx plywood with 8d nails at 6", 12 o.c. 2 3/87 cdx plywood with 8d nails at 4",12" o.c. 0.380 3 3/8" cdx plywood with 8d nails at 3", 12o.c. 4 1/2" cdx plywood with 10d nails at 6",12" o.c. 5 1/2" cdx plywood with 10d nails at 4",12" o.c. 0.239 6 1/2" cdx plywood with 10d nails at 3",12" o.c. 7. 5/8" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 0.277 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,77 o.c. max, 11 5/8" gypsum board.hailed with 6d nails at:7" o.c. max. 12 7/8" 3 coat portlandi cement plaster. No. 11 GA.,1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" O/C max.' 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 Zinqh by 2 inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Jim 1211111 FRIM -1 WA - WIN BKi. 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 -6.2-5-4 0.490 0.309 0.377 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 72-5-4 0.310 0.1.96 0.239 10 1/2" gypsum -:board.. nailed with 5d nails-at,77 o.c. max, 11 5/8" gypsum board.hailed with 6d nails at:7" o.c. max. 12 7/8" 3 coat portlandi cement plaster. No. 11 GA.,1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" O/C max.' 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 Zinqh by 2 inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Shearwall Summary Date ' 2/18/03 Description; iSilva-,residence Level; Main Line; A+B P lateral 4.450 kips Total wall length; _ 17.500 feet Wall framing species; HF �. . Side 1; . 3/8" cdx plywood with Sd nails at 4", 12" o.c. Side 2; None Mark ; v cap 2 ' 0.312 kips/ft 13 0.000 kips/ft Shearwall v; 0.254 kips/ft Oki v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000. kips/ft Sill nailing; Applicable? 0.134 = 0.527 feet 16d sinker good for 0.134kips/each 0.254 T6&nails at- 6 imhesso.c..at SW Anchor bolts; Ej Applicable? Design v 0.254 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.871 feet 0.254 112" dia. good for 3 e 730 kips/each 1'1.2"'dia. at inches:o:c:.max.- 13locKing/top plate; I -I Applicable? Connector A35 0.450 kips/each Length of attachment; 34"00 feet Design v; 0.131 kips/ft Connectors mches;o: max:_ Connectors at nm joist to mudsilllcripple wall top plate; ❑ Applicable? v 0.254 kips/ftA35-tlt' 0;. inches..o.c::max:. Za - Line geometry Date 2118103 Shearwall summary Line geometry and collector forces rayC 1 Silva residence Level Main Line A+13 V1 v, V2 v2 V3 v3 V4 v4 Segmenflj, Desc. Wall I Opening : 4..455 0.12 � I I I I I I Force 9:00; o: 9.00 y; 8:00; w- 8.00 y:, -1.061 o 4.75 y,.- 0.030 w 9.50 y� -0.530 6.50": . . o: 6.50 y:; 0.766 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 17.50 20.25 Maximum collector force; .1.061 kips 16d nail good for, 0.115 kips/each Splice; 9 16d nails, where used rayC 1 Stability details 1 Date 2/18/03 1 Wall stability 1 Level Main Line A+B v 0.254 kips/ft Assembly dead loads; Design controlled by; 1 Roof; 0:014' ksf Wihd. Floor; 0'.011 ksf Dead load reduction factor; ' Wall; 0:010: ksf 0.667 Shearwall Dead load trib. Lengths O 2 C� v fB v OIM vC O ~ C 3 CD U .2.Y O Y 2 fCHoldown O O x z J � N 8:001", 9.007 9.00 0.090 18.3 1.9 7:50 2.27 2.27 HTT16/2-2x6 9:50:: 9:00: 9:00. 0.090 21.74 2.71 9.00 2.21 2.21 HTT16/2-2x6 Wall line analysis Shearwall Summary Date 2/18/03 Description; I Silva residence: Level; Main / Line; 0 P lateral 5.940 kips f Total wall length; 18.750 feet Wall framing species; I HF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 3",12" o.c. I 3 0.402 kips/ft Side 2; None i 13 0.000 kips/ft Shearwall v; 0.317 kips/ft Ok! v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Applicable? 0.134 = 0.423 feet 16d sinker good for / 0.134 kips/each 0.317 16d:nail&at. 5: inches.o..c. at -SW. Anchor bolts; ❑� Applicable? Design v 0.317 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.304 feet 0.317 112" dia. good for Z� / 0.730 kips/each 1l2""dia .at .. inches.o c -.max. ate; 0 Applicable? Connector j A35 I • 0.450 kips/each Length of attachment; 29:00 feet Design v; 0.205 kips/ft Z� Connectors ? inches.-o.c .max._ Connectors at rim joist to mudsilllcripple wall top plate; ❑ Applicable? / V, 0.317 kips/ft A35at-. 0: .inches,;oc.max.. Page 1 1 z� Line geometry 1 Date 2/18/03 1 Shearwall summary 1 Line geometry and collector forces Silva residence 1 Level Main Line C V1 v, V2 vz V3 v3 V4 v4 Segment - , Desc. I Wall I Opening.. 4€65' 1 0.12 1 1:29'. 0.05. 1 1 1 1 Force 1I 30:25: o: 30.25 y 7..`.75, w /-f7 5 a' y, Y. -3.702 11:00: w: 11.00 1 y -2.583 7:00: o! 1 7.00 y - 0.351 1 1 . 1 1 1 Total len9 the .. ` 18.75. 37.25 Maximum collector force; 3.702. kips 16d nail good for; 0.115 kips/each Splice; 32 16d nails, where used Page 1 -N Wall stability Level Main Line C Assembly dead loads; Roof; 0.014. ksf Floor; 0.011 ksf Wall; 0.'010 ksf Stability details v 0.317 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Date . 2/18/03 Shearwall Dead load trib. Lengths C (' M o o Y v '— O 3 Y> m v o Holdown CD N = ~ CL 18:75. 9::00 9.00' 12.00 0.258 53.5 30.2 18.25 1.82 1.82 HTT16/2-2x6 Ff . 3w may' �i x. Wall line analysis Shearwall Summary Date - 2/18/03 Description; Silva residence Anchor bolts; Q Applicable? Level; Main Line; 0 P lateral 0.850 kips 0.142 kips/ft F-13 x Sill plate? ❑ Double anchor bolts? 0.730 Total wall length; 6.000 /et Wall framing species; HF ,. 60 Shearwall; 0.142 1/2" dia. good for 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; 0.142 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Connector. j A35 Description; v allow 0:000 kips/ft 20:00. feet Sill nailing; F±] Applicable? 0.134 = 0.946 feet 16d sinker good for 0.134 kipsteach 0.142 1;6d nails;at:, 1,1' incheso.c::atsSW= Anchor bolts; Q Applicable? Design v_ 0.142 kips/ft F-13 x Sill plate? ❑ Double anchor bolts? 0.730 5.153 feet ,. 60 0.142 1/2" dia. good for 0.730 kips/each ' 1127'dia:: at: /81 inches o c:,.max.. Blocking/top plate; ❑., Applicable? ' Connector. j A35 0.450 . kips/each Length of attachment; 20:00. feet Design v; 0.043 kips/ft Connectors;- 48"/ inches: o c:;max : Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.142 kips/ft A35 at: ff.inchesox.:max:.. Page 1 1 Z� Line geometry ' Date 2118103 Shearwall summary Line geometry and collector forces ' Silva residence ' Level Main Line D V1 v, V2 v2 V3 v3 V4 v4 Segment Desc: Wall Opening 0.85. 0.04 Force ' 8:00 0 8.00 , y 6.00. w 6.0D y -0.283 ' 1 10;00. 0 10.00 y 0.354 1 1 ' ' Totalylergths 6.00 18.00 Maximum collector force; 0.354 kips ' 16d nail good for, 0.115 kips/each Splice; 4- 16d nails, where used Page 1 1 C:) p Lengin o cn oshearwall y ID N O N CD <<D ni p Height (ft.)CD0 O N d CO Wall (ft.) D a � v n�oo� O N n Roof (h) Er n r CD 0 CM C W dl 0 CD CD (kips/ft) N O.T.M. —, 4 (ft -kips) D. L. R. M. (ft -kips) Lengtn obetween Tie force N rn ,(kips) ; Tie from above (kips) P total (kips) C" 7r 7C A N O YL S N x rZ O 7 C:) p j p y CD CD N O N CD <<D ni p O N d 0 � a � v n�oo� s Cr .< A 0 n 0 C Q N J CD 7r 7C 7C YL S v C:) p j p b-) (D N O M; CL CL p O N d 0 � a y Ci s Cr .< A 0 A 00 O W N G1 2T CL CD N N ' Z8 Wall line analysis 1 . Date 2/18103 Shearwall Summary Description; Silva residences ' Level; Main Line; 0 P lateral 1.290 kips Total wall length; 4.670 t Wall framing species; j HIF Shearwall; Description; _ Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2; None _ 13 0.000 kips/ft Shearwall v; 0.276 kips/ft Ok! v allow; 0.312 kipslft If user -defined SW used; ' Description; v allow 0.000- kips/ft Sill nailing; ❑ Applicable? 0:134. . _. 0.485 feet 16d sinkergood for.- 0.134• kips/each 0.276' 16d nailssat; _ .16-!. inches ox: at SW Anchor bolts; ❑ Applicable? ' Design v 0.276 kips/ft ❑ 3 x sill plate? ❑ Double anchor bolts? 0.730 = 2.643 feet 30 " 0.276 1/2" dia. good for 0.730 kips/each ' 1/2"'dia at inches-:o:c-.max. Blocking/top plate; Applicable? I I I I Connector i H1 Length of attachment; 32'.00 feet 0 040 k' /ft 0.485 kips/each Design v, Ips Connectors, 4& inches o c:.max Connectors at rim joist to mudsill/cripple wall top plate; El Applicable? v. 0.276 kips/ft. A35 -.at- Or. inches:ox max. Z`f Line geometry Date 2118/03 Shearwall summary Line geometry and collector forces Silva residence Level Main Line E V1 v, V2 v2 V3 v3 V4 v4 Segment: Desc. I Wall I Opening 1 1.29 0.04 1 1 1 1 1 Force 4:6.7 W 4.67 y 27.00 o 27.00 y 1.100 0.000 0.000 0.000 0.000 0.000 0.000 0.000 p . 0.000 0.000 0.000 0.000 0.000 0.000 1A` 0.000 0.000 0.000 0.000 0.000 0.000 .rt. 0.000 0.000 0.000 0.000 =: 0.000 Total lengths 4.67 27.00 Maximum collector force; 1.100 kips 16d nail good for; 0.115 kips/each Splice; 10 16d nails, Where used Page 1 Wall stability Level Main Line E Assembly dead loads; ' Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf 1 Stability details Date 2/18/03 v 0.276 kips/ft Design controlled by; Wind, Dead load reduction factor; 0.667 Shearwall Dead load Crib. Lengths o v v v Z c C N N CD L E x Q Cm CU o `o 2i x ,- �' " m Holdown N L cn N x O O Q o N O v Oi= O O O 4.67• 10.00 10.00 0.100 12.9 0.7 4.17 2.98 2.98 HTT16/2-2x6 f r i v 30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Shearwall Summary Date 2118/03 Description; ISilva residence: Level; s` Main Line; 1+2 ' Placeral 4.940 kips Total wall length; 22.910 feet Wall framing species; HF . Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2; None I 13 0.000 kips/ft Shearwall v; 0.216 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0:000 kips/ft Sill nailing; Applicable? 0.134 = 0.621 feet 16d sinker good for /incheso:c. 0.134. kips/each 0.216 16d.nail&.at 7* at.SW: Anchor bolts; Applicable? Design v 0.216 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.385. feet 0.216 1/2" dia. good for 36 0.730 kips/each 1/2""dia: at incheso.c, max... Blocking/top plate; Applicable? Connector I H1 I 0.485 kips/each Length of attachment; 4370.0*",]feet feet Design v; 0.115 kips/ft Connectorsr 4`8'P inches ox:; max,, Connectors at rim joist to mudsill/cripple wall top plate; El Applicable? v 0.216 kips/ft A35_at:, 0. inches o c:. max: Page 1 3` Line geometry Date 2118103 Shearwall summary Line geometry and collector forces Silva residence Level Main Line 1+2 Total lengths 22.91 47.33- Maximum collector force; 1.570 kips / 16d nail good for; 0.115 kips/each Splice; 14 16d nails, where used Page 1 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. I Wall I Opening 4.94: 0.07 1 1 1 1 1 1 1 Force 4:00:: o; / 4.00 y 4:00 ` : ` w, 4.001 y -0.281 5',0,0: LL; `=': ; o: 5.00 y 0.300 11'.16= w 11.16/ y, -0.052 5:00: 5.00 y 1.570 4.33: o: 4.33 y 1.218 6.00 0 6.00 y 0.914 118.00,;= o' / 1.8.00 y 0.492 V& , . w 3.75 y -0.774 5:00;-;= F. •; 6 / 5.00 y -0.230 4.00 "` w, 4.00 y -0.581 0.000 0.000 0.000 0.000 0.000 `V +' 0.000 0.000 Y. 0.000 .' 0.000 0.000 0.000 0.000 0.000 0.000 t 0.000 Total lengths 22.91 47.33- Maximum collector force; 1.570 kips / 16d nail good for; 0.115 kips/each Splice; 14 16d nails, where used Page 1 Wall stability Level Main Line 1+2 Assembly dead loads; Roof; 0.014. ksf Floor; 0.011 ksf Wall; 0.010. ksf 33 Stability details v 0.216 , kips/ft Design controlled by; Seismic Dead load reduction factor, 0.900 Date . 2/18/03 Shearwall Dead load trib. Lengths _ C CD U n n a� rn o o ` o o CU c CD x � o M 0 Holdown 4k0,.,,' :9 00 9:00, 0.090 7.8 0.6 3.50 2.05 2.05 HTT16/2-2x6 1.1:1'6i} 9:°OOr 9:00, 0.090 21.66 5.04 10.66 1.61 1.61 HTT16/2-2x6 3:7.5"".`;9:0:0' . 9:00 0.090 7.28 0.57 3.25 2.08 2.08 HTT16/2-2x6 0.090 7.76 0.65 3.50. 2.05 2.05 HTT16/2-2x6 1� v q�` Page 1 3u Wall line analysis Shearwall Summary Date 2/18/03 Description; Silva residence Level; Main Line; 0 P lateral 0.640 kips Total wall length; 5.750 " feet Wall framing species; HF • Shearwall; Description; Marv cap Side 1; 13/8" cdx plywood with 8d nails at 6°, 12" o.c. i • 1 0.213 kips/ft Side 2; ? None 13 0.000 kips/ft Shearwall v; 0.111 kips/ft Ok! v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 1.204 feet 16d sinker good for 0.134 kips/each 0.111 lftnails;at- 16° inchesio.c:atSW Anchor bolts; .❑ Applicable? Design v 0.111 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 6.559 feet 0.111 1/2" dia. good for 0.730 kips/each 1/2°'dia _at° 72. inches az. max. Blocking/top plate; ❑� Applicable? Connector Length of attachment; 15:50` feet 0.450 kips/each Design v; 0.041 kips/ft Connectors:. 48!/ inches°o:c:: max.. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.111 kips/ft A35' at; 0 inches o.c.. max. Page 1 Total lengths 5.75 10.00 Maximum collector force; 0.406 kips 16d nail good for; .0.115 kips/each Splice; 4 16d nails, where ed ■ ■ ■ Page -1 Line geometry ' Date 2/18103 ■ Shearwall summary Line geometry and collector forces ■ Silva residence Level Main Line 3 V1 vi V2 v2 V3 v3 V4 v4 Segment I Desc: Wall I Opening 1 0:64' 1 0.04 1 1 1 1 1. 1 1Force 10.00 O� 10.00 y ■ 5.75 , w 5.75 y -0.406 ■ ■ ■ ■ ■ ■ Total lengths 5.75 10.00 Maximum collector force; 0.406 kips 16d nail good for; .0.115 kips/each Splice; 4 16d nails, where ed ■ ■ ■ Page -1 Stability details ' Date 2/18103 Wall stability ' Level Main Line 3 v 0.111 kips/ft Assembly dead loads; Design controlled by; ' Roof; 0:014'. ksf Seismic: Floor; 0.011 ksf Dead load reduction factor; ' Wall; 0.'010 ksf 0.900 Shearwall Dead load trib. Lengths O ca^ C^ CM a3 L CU o o n z C. (D y E x v 'o s `� Holdown o. m o 5.75 10.00 10.00, 0.100 6.4 1.5 5.25 0.96 0.96 HTT1612-2x6 Wall line analysis Shearwall Summary Date . 2/18/03 Description; ISilva:residence- Level; Main Line; 0 P lateral 5.940 kips Total wall length; 24.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4", 12" O.C. I • 2 0.312 kips/ft Side 2; None I 13 0.000 kips/ft Shearwall v; 0.240 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.558 feet 16d sinker good for 0.134 kips/each 0.240 16d nails.,at 6 . inches o.c.. at SW Anchor polls; L'J Applicable? Design v 0.240 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 3.042 feet 0.240 112" dia. good for 3 b 0.730 kips/each 112° dia..at' inches.o.c max. tiiocKing/top plate; U Applicable? Connector I A35 v 0.450 kips/each Length of attachment; 48;0,0 feet _t / Design v; 0.124 kips/ft y ✓ Connectors w 44:;rf inches:o:c:-max. Connectors at rim joist to mudsill/cripple wall top plate; ❑Applicable? j v 0.240 kips/ft A35 at. Ow inches o.c: max. Page 1 Page.1 3e Line geometry ' Date 2/18/03 1 SheaRvall summary Line geometry and collector forces Silva residence ' Level Main Line 4 V1 v, V2 vZ V3 v3 V4 v4 . Segment; D`esc:. Wall Opening 1.35:- 0.05 4.59 0.08 Force ' 25:50. o: 25.50 y 4:75 0- / 4.75 Y. -1.350 875, w 8.75 / y -1.710 ' 5:00` 0 5.00y. -0.274 13-.00= o- 13.00 y -0.654 t 10:0:0_ 01 10.00 y -1.640 9.25 w 9.25/ y -2.399 3.00.. o- 3.00 y -0.880 ' 6:75: w. 1 6.75/ y - -1.108 1 Totallengths 24.75 61.25 Maximun collector force; 2.399 kips / 16d nail good for;"` q 0.115 kips/each Splice; 21 16d nails, where used Page.1 Wall stability Level Main Line 4 Assembly dead loads; Roof; 0.014 ksf Floor; 0.01:1 ksf Wall; 0.010 ksf 11 Stability details v 0.240 kips/ft Design controlled by; Seismic. Dead load reduction factor; 0.900 Date 2118/03 Shearwall Dead load trib. Lengths U C CU .... v .�... o o x N cC G .-. CD a U a Y 0 o Y ns Holdown cn a� 2 IL o 0 m 1— _� F— o 0 CL 8.759:00 9:00. 0.090 18.9 3.1 8.25:, 1.95 1.95 HTT16/2-2x6 9.25, 9.00` 9:00:' - ' 0.090 19.98 3.47 —8:7.5: 1.93 1.93 HTT16/2-2x6 635 9.00 9.00 0.090 14.58 1.85 6.25 2.07 2.07 HTT16/2-2x6 Page 1 a qo Wall line analysis Date 2/18/03 Shearwall Summary '.Description; Silvarresidence ' Level; '-M-bin: Line; Plateral 0.810 kips /feet Total wall length; 9.670 Wall framing species; HF Shearwall; Description; Mark v cap ' Side 1; i 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; 0.084 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; ' Description; v allow 0.000.. kips/ft Sill nailing; ❑ Applicable? ' 0.134 = 1.600 feet 16d sinker good for 0.134 kips/each 0.084 1'6d nailsA 16'. inches o:c..at'SW Anchor bolts, ❑ Appricable. Design v 0.084 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? ' 0.730 = 8.715 feet 0.084 1l2" dia. good for/ 0.730 kips/each 72>. incheso:c:.max: Blocking/top plate; Q Applicable? Connector A35 r 0.450 kips/each Length of attachment; 2500` feet Design v; 0.032 kips/ft ' Connectors . 48'r inches--o:c _max.. Connectors at rim joist to mudsilllcripple wall top plate; Applicable? ' v 0.084 kips/ft A35 at:. 01 inches :o.c..max.. qo Line geometry Date 2/18/03 Shearwall summary Line geometry and collector forces Silva residence ' Level Main Line. 5 V1 v, V2 v2 V3 v3 V4 v4 Segment ' Desc. wall Opening 0.81 0.03 Force ' 9..67 w 9.67 y 15.00. 0 15.00 y 0.493 1 ' Total lengths 9.67 15.00 Maximum collector force; 0.493 kips 16d nail good for, 0.115' kips/each Splice; 4 16d nails, where used Page 1 ' Stability details ' Date 2/18/03 .Wall stability ' Level Main Line 5 v 0.084 kips/ft Assembly dead loads; Design controlled by; Roof; 0:014 ksf Seismic Floor; 0.011 ksf Dead load reduction factor; Wall; 0.010 ksf 0.900 Shearwall Dead load trib. Lengths O to CMCU-Ca v O �. OL _ s Y C `F•-- x Y ECM 2 '� a Holdown CO d N.= 3: O O scu vdE. O .a a 9.67 10.00 10.00 0.100 8.1 4.2 9.17 0.47 0.47 HTT16/2-2x6 y ORSON- 4. i t; x77024 /gig Ar. i - Q &►��` Sia - 86 !sr' 3,a y 3 Aim -�• "ri' ':. 53a. yt4. - 3 S 7 ,vim P �,►„�ws O laic � �,, _ i�6xix1 AzrM C�•� lire - _ 1k� S/�.G[1io: _ �a :.. Ca► 71' y ORSON- 4. i Ar. i - Q &►��` 0 S �:.. , �,►„�ws laic � �,, _ i�6xix1 AzrM C�•� lire - _ 1k� S/�.G[1io: _ �a :.. Ca► 71' N A AP ROVED r D 3 p " rico S X ► 7 ' B e County mental Health aC �o YAC i�� 1 cOV �►i v -PDA to iqn re 02600 - a2,30o 0 f - 0 0 O o'. r�asd �k� e �- .43.7. 5 I'.--'�.--- 43.7.5 I` . Yv • _ ~-:x: . ��' 0���� d� :.� -:moi s: �'� -j • . � - - • . - op .� X:.rtc�o 5.5.0' ca aARF 5uttte County SmOthnai6ntal healfti 03 D '�• _ - . s� .�,:- i natuqo a �: Pi -�SILI • Y -ice- - _ :'�;� : ..:,.;.•�: _ _ 43751 .. '% •. - • . :.., .. - , . ,. . • : � '� 7 �„�� . • �� `.,,�� ' • w.+. �.w� . moi. '' ��ww. +�� ��.. �_ /2 J`6 a 13 o o - 9 pG 7/rd 3; 6 4/p0°�� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 RMIT APPLICATION DATA SHEET �A OWNER: ASSESSOR PARCEL NUMBE D �J`�/ / A/'(. d/ Proposed Building Use: Counter TechnicianYADate: �B Items required in order o apply for a permit. All boxes MUST be checke O marked NA in order to apply. jWPlot plans, 3 or 4 sets, signed by the preparer of the plans. El 2 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. 4./tngineered truss details and layouts in du 1�catg. No faxes! ❑ 5. Energy compliance design and support— p iing 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. it,, 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. 47 1 ' 11!Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet. 0/15. Statement of Intent for Non -heated and A/C Buildings. ^� .46. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit. 8. California Department of Forestry plan approval ❑ paid. 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. 1/21. 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. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). \'P26. Letter of Signature authorization. 7. 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 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Q Applicant: //Lli�n� p�, Date: // lo2.s-/d 1. EXPIRATION OF APPLICATION P d -G 3.S/ 7 Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. original -Applicant AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2002-006431.3 Recorded I REC FEE 7.00 OfficialRecords Records I CONFORM 1.00 .k f CountTE k` I B a CANDACE.J. GRUBBS I Recorder I k ROSEMARY DICKSON I Assistant I Cheryl 10:23AM 25 -Nov -2002 I Page 1 of i 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: LOT 6, ACCORDING TO THAT CERTAIN MAP ENTITLED, "JUGUM SUBDMSION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 6,1989, IN MAP BOOK 116, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM OIL, MINERALS, GAS AND OTHER HYDROCARBON SUBSTANCES AS CONTAINED IN DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS, RECORDED MARCH 31,1997, SERIAL #97-011251, BUTTE COUNTY OFFICIAL RECORDS. AP NO. 040-590-006 Date //-a*/- D -.. PROPERTY OWNERS:: ` i L0 =--. / - State of California ) County ofd /-Qhs ) On Z% Z Z- before me, personally appeared �5h a y- ' /-• S i v h rl persom ly lmewn to me (or proved to me on the basis of satisfactory evidence be the persons whose namee� ' re ubscribed to the within instrument and ack wledged to me that the executed the same in 4is,4ter ei authorized capacity, and that by ei signatur s) n the instrument, the persons) r the entity upon ehalf of which the acted, execut d the instrument. P WI NESS my nd and official seal., _ SignatureSeal; JERI L WEAyER T- f COMbIbn 0 CaMbrft 12910Mya � . A.P`oL�� - — (j SITE PLAN REVIEW APPLICATION Date: 10 AP# 0- S9 0- 00 L • Permit Number (if applicable) APPLICANT INFORMATION Parcel Size. 15, e - Owners Name: jo N Ns 14 6 d2 I S) LVA Owners Address: 2L19 2--C> > t -L OL- AV DZ L.=�, NJr�' �A 9 Telephone No.: 8> 5 3 2-1-1 ! WK 8 26-- 3 S 1 "7 Situs Address: 07) CS Ai/ Proposed Use: Residential New Single Family Residential. ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family • Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel K Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval 15 Site Plan Stamped Approved By Date ) D - 01Z_ Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: a.' • ❑ 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: /A F— • Flood Panel No.: 052-0Q. Index Date: 6-8-98 ❑ 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 — 2X? 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 50 L Side �S Side Street Rear 2 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 ri Applicable Development Fees: Standard Fees Amount • Road Improvement ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------7----------------7------------------- Subdivision Map Special Fees ❑. Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. is Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ 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 •------------------------------------ 7 --------------------------- Page 3 of 5 9 Subdivision Map/Parcel Map: ,j UC -,Uv -v-, Map Date of Recording: 11— b _ 8� Lot: & ❑ Use Permit/Minor Use Permit Permit Number: 1. �U Book: I) CD Page: �- • Date of Approval: ® Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper th 30%. The Erosion Control Plan must be prepared by a registered -civil engineer or o;6 qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a - circular zone (minimum 40 -foot radius) ideritified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. 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. Page 4of5 L -I -r-"WE 1 oV-rErz j o , jV,oj 5 -C,. LC -'C- a El ❑ �N � LL �� ISI GiUL 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\BuiIding Permit Site Plan Reviewl.doc Page 5 of 5 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--11personally plan to provide the major labor and materials for construction of the proposed property improvement: YES A NO ❑ 2. I HAVE `O 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: RRESS: CITY: PHONE':" CONTRACTOR'S CENSE NO. 4. I plan to provide portions of this work, but ave hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CO CTOR'S LICENSE NO. 5. I will provide somerof the work but I have co acted (hired) the following persons to provide the work indicated: NAME/ ADDRESS PHO TYPE OF WORK SIGNED: PROPERTYOWNER:�,y. DATE: 2171o3 3 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.B.- I OWNER BUILDER INFORMATION 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. , qNMfiJ&ce1 C.Vi ira, C.B.O. Mger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 19113.11 E.H. USE ONLY Plot Plan AttecMd Floor Plan Attachad— Sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner j Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Heath Specialist Date 8/96 Comr(OSITtoo SH-10crtle-5, ',P.Oor- -M.QSS6.S 6 Z4J' QC,) 4"OAIZONrA-C-- ExroAjo/to RAA.06oAP-0 VOW(3, also vsj5 cryfl) nEvisIONS: 9q4o 4-71 0611 W, 54-1. 0 01 LL 0 z cc 0 LL. NOW x Im ca < cc z low cc 0 o ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE 909 974 4150 FAX: 909 974 4153 IA� 119 STRUCTURAL ..CALCULATIONS CUSTOMER Shari & John Silva <Blue Ribbon> DAT E June 24, 2005 JOB NUMBER: 19429-05 r jiECOU" D, .V CONTENTS -D 12' RCA Breezeway w/Porch 1. Basic Loads 2.5/10./ 0./80. C Ag.) 2. Check Sheetipg 3. Check Purlin/ Rafter 4. Check Columns 5. Check Fasteners L 6. Check Connections "a 7. Check Foundation F. S1 0 PLANSAff ORD R VED AUG 3 12005 (D No. 54859 p. 6130104P X LMLLOAN N OF C JUL 2005 r Page Number :.2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Milliken,#A.ONTARIO,Ca91761 This building Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Refer nce Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations,other.than shown below is specifically neither i,ntended nor implied 1.BASic LOADS 1.1. Dead Load p lb 2.5 2 DL= ft. 1.2. Live Load Refer To Table No. 16-C Of CBC 2001 lb PLL= 20. 2 ft. 1.3. Wind Load Refer To Table No. 16-F,G,H Of CBC 2001 qs = lb 16.4 2 80. MPH ft, C = 1.06 Exposure C From Table No. 16-G Of CBC 2001 e Average Height Of The Building < 15 ft Importance Factor As Allowed Per Sec.1624. Of CBC 2001 For Agricultural Bldg. PIIL= 3 lb 4 qs 10 C 1 13.03 lb e 2 ft For Actual Cq Values See Thru-Out Calculations! 1.4. Seismic Load Seismic Zone 4 Ca = 0.44 Na 0.57 - As Given In Table 26-Q Of CBC 2001 Na = 1.3 - As Given In Table 16-S Of CBC.2001 R 4.5 As Given In Table 16-N Of CBC 2001 Page Number 3 Gauge Weight Designed By: Janos Boros P.E. Panel Bottom In Z.J.S.ENGINEERING SERVICES INC. S.Milliken,#A.ONTARIO,Ca9l761 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-2005 Refe ence Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway I+ S+ Gauge Weight Panel Top In Compression Panel Bottom In Compression P DL PL I+ S+ Fb+ I- S- Fb- lb in4 in3 in4 �in3 2 ksi ksi ft ft ft ft ft 29 0.70 0.0443 0.0462 33.0 0.0617 0.0440 33.0 26 0.95, 0.0652 0.0692 33.0 0.0876 0.0748 33.0 24 1 1.26 -- 0.1045 I 0.1179 33.0 0.1319 I 0.1237 33.0 4 Page Number Designed By: w DL+LL p p b, Z.J.S.ENGINEERING SERVICES ING. Job 19Z-05 ft. Maximum Positive Moment iken,#A.ONTARIO,Ca9l761 350 S.Milli 2 M 0.07 w f Janos Boros P.E. DL+LL DL+LL PHONE (909) 974-4150 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Desc iption: 12' RCA Breezeway 2. 1. For Dead Load + Live Load w DL+LL p p b, 21.0 1b. DL LL PL ft. Maximum Positive Moment 2 M 0.07 w f 0.63 kip -in. DL+LL DL+LL M S DL+LL 0.0192 in 3 < S 0.0692 in 3 OK RQ. Fb+ + Maximum Negative Moment 2 M 0.125 w t 1.13 kip -in. DL+LL DL+LL M DL+LL S 0.0343 3 3 in. < S 0.0748 in. OK - RQ. Fb- 2.2. Dead Load + Wind Load Cq 1.6 Refer To Table No. 16-H Of CBC 2o6i w C p - p b lb. 19.9 DL+WL= q WL DL PL ft. Maximum Positive Moment 2 M 0.125 w t 1.08 kip -in. DL+WL DL+WL M S DL+WL 0.0245 in 3 < S 0.0692 in 3 OK RQ. 1. 33 Fb+ + Wind Maximum Negative Moment 2 M 0.07 w t 0.60 kip -in. DL+WL DL+WL M DL+WL S 0.0137 3 3 in < S 0.0748 in OK RQ. .33 Fb- Wind 1, Page Number 5 Designed By: Janos Boros.P.E. Z.J.S.ENGINEERING SERVICES INC. �350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 19429-05 EDate 6-24-2005, efe ence Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number 6 Designed By: De ned By' Sig 7 Jano s Boros P 7 s Boros P.E. FRe Z.J.S.ENGINEERING SERVICES INC. CES INC 350 S.Milliken,#A.ONTARIO,Ca9l761 30, Cag 17 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-200'5 f r e ence Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number 7 3.3.2. Dead Load + Wind Load Designed By: i350 Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. S.Milliken,#A.ONTARIO,Ca9l761 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway q WL_ ft 3.3.2. Dead Load + Wind Load Cq = 0.90 Refer To Table No. 16-H Of CBC 2001 w DL+WL= C p PDL b 110 lb q WL_ ft w DL+WL R 0.66 kips DL+WL 2 2 w DL+WL M 23.92 kip -in DL+WL 8 DL+WL S RQ. 1.33 0.6 Fy 3 3 0.54 in < S 2.50 in OK Stress Increase Due To Wind Load 4. CHECK COLUMN 4.1.Check Connector Columns Use: 2.00" x 2.00" x 16 ga Square T�be h 9.0 Ft Length Of The Column At Rear Wall C h 13.0 Ft Length Of The Column At Ridge Line B h 8.0 Ft Height Of The Wall W a 2.0 Ft - Overhang Of The Roof b 12.0 Ft - Bay Spacing Ridge 17.0 Ft - Ridgeheight s =-12.0 Ft Span Of The Frame @ Stalls s s 12.0 Ft Span Of The Frame @ Breezeway BR 7 350 S.Mi1liken,#A.ONTARIO,Ca91761 Page Number 8 Designed By: Z.J.S.ENGINEERING'SERVICES Description: 12' RCA Breezeway INC. Job # 19429-05 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number 9 Cq = 0. � Refer To Table Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES ING. 350 S.Milliken,#A.ONTARIO,Ca9l761 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-2005 Refe ence Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Cq = 0. � Refer To Table No. 16-H Of CBC 2001 s - P s + a b 0.89 kips DL 2 s s - P s 2 SR + -) 1.33 kips DL 2 Page Number, 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Nil1iken,#A.ONTARIO,Ca91761 1 11 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Refer nce Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number : 11 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Mil1iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 eferenc arl & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number 12 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 x 0.089" Square Tube, 350 S.Milliken,#A.ONTARIO,Ca91761 12.0 ft Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 e erence Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway 4.3.Check Support Columns In The Breezeway Use 3.00" x 3.00" x 0.089" Square Tube, b 12.0 ft - Bay Spacing s 12.0 ft - Span Of The Frame @ Stalls s 12.0,ft Span Of The Frame @ Breezeway BR 4.2.1.For Dead Load + Live Load P s p + P )( BR + s b 3.24 kips < P 8.97 kips OK, See Below DL+LL DL LL 2 2 a Find Allowable Strength For Compression For 3.00" x 3.00" x 0.089" Square Tube Fy = 50.00 ksi Minimum Yield Stress A = 1.02 in 2 Area 1 1.44 in 4 Moment Of Inertia S 3 0.96 in Section Modulus r 1.19 in Radius Of Gyration Refer To Section 2217 And 2218 Of CBC 2001 h 13. ft Unsupported Lengeh max. B k t 13.00 ft k - = 131.64 < 200 OK r X2 E Fe k 1 16.80 ksi 2 r If Fe > Fy then Fn Fy 1 Fy Else Fn Fe Fn 16.80 ksi 2 4 Fe Check Each Element If X 1.052 w f > 0.673 then section is not fully effective t k E 0.22 Then Use A A x 1 A w N 2 Else A =,A A 1.02 in EFF A EFF EFF Pn A Fn 17.22 _!In kip Pa 8.97 kip Allowable Compressive Strength EFF 0 Page Number 13 STEEL THICKNESS in. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mil1iken,#A.ONTARIO,Ca91761 Job # 19429-05 Designed By: Janos Boros P.E. PHONE (909) 974-4150 1 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway STEEL THICKNESS in. 1/4 - 14 SCREW #12 SCREW #10 SCREW #8 SCREW #6 SCREW PULL PULL �PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHEAR OUT AR SHEAR OUT SHEAR OUT .1046 (12) 1102 591 884 497 660 575 534 363 436 320 0747 (14) 920 386 829 379 624. 337 533 352 452 220 .0598 (16) 689 219 622 294/ 629 230 458 302 423 231 .0478 (18) 351 137 326 141 344 155 330 143 251 138 .0359 (20) 242 120 232 123 225 83 222 93 168 81 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A 653 Grade 33'S.Q. with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga - ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. Page Number 14 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Milliken,#A.ONTARIO,Ca9l761 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway 6. CHECK CONNECTIONS 6.1. Purlin To Rafter .6.1.1. 12' Long Purlin To Truss Use (2) #14 TEKS Screws V 7 920 lb For 14 GA. To 14 GA. See Above ALLOW TEKS R O.8t kips See 3.1.1. DL+LL R 0.52 kips -.See DL+WL R 0.81,kips < 2 V DL+LL ALLOW TEKS R 0.52 kips < 1.33 2 V DL+WL ALLOW TEKS 6.3. Column To Foundation For Notation See 4.Check Columns Lb, P 4.5 2 Spec. Weight Of Wal.lpanel WALL Ft b 12. Ft Bay Spacing h 8. Ft Height Of The Wall W n 1 NuTber Of Wallpanel 2*1/2 Eave .9. Ft Eaveheight Ridge = 17.0 Ft Ridgeheight Width = 36. Ft Width Of The Building Length= 36. Ft Length Of The Building Ridge + Eave 2 0.34 < 0.5 Width 6.3.1. Line B Critical (1) 518" Diameter Bolt x 7" Embedment KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 Or Equivalent P =.1.33 P = 1.98 kip Refer To ICBO Report T 5/8 1.33 V = 4.15 kip Refer To 1CB0 Report T 5/8 Page Number 15 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page Number 16 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mil1iken,#A.ONiARIO,Ca91761 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-2005 Reference Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Page.Number 17 6.3.4. Check For Welding Designed By: Janos Poros P.E. 118" Welding 2" Long Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca9l761 PHONE (909) 974-4150 Job # 19429-05 Date 6-24-2005 efe ence Shari & John Silva <Blue Ribbon> Description: 12' RGA Breezeway [ Yield Stress For Welding y 6.3.4. Check For Welding Use 118" Welding 2" Long F Lb 70 000 — [ Yield Stress For Welding y 2 inch t 2 Inch Length Of The Welding b 0.125 Inch Size Of The Welding Vr 2 0.3 F b t 3710 2 Lb > P 0.89 kips y V� 2 7. CHECK FOUNDATION P Lb 1000 — [ Min. Soil Pressure s Ft 2 7 c 1.5 0 Specific Weight Of Concrete 3 Ft f Lb 2500 Compressive Strength Of The Concrete] c 2 in PL Lb 100 Min. Lateral Bearing Pressure 2 Ft p F 130 Lb Min. Lateral Sliding Resistance 2 Ft 7.1 Continuous Footing Below Walls Use 1 ft - 0 in Wide x 1 ft - 0 Deep Continuous Concrete Footing b 1.00 Ft [ Width Of The Footing D 1.00 Ft [ Depth Of The Footing Eff. Length Of The Footing P VERT. DOWN Page Number 18 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 '�350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE -(909) 974-4150 Date 6-24-2b05 e er nce Shari & John Silva <Blue Ribbon> D scription: 12' RCA Breezeway Page Number 19 Designed By: Safety 2 Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05 350 S.Milliken,#A.ONTARIO,Ca91761, To Wind Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 Re er nce Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway Safety 2 Stress Increase Due To Wind 1.33 p 2 D 3.99 kips FRICT. 2 6 6.69 kips TOTAL RESISTANCE P TOTAL Safety RESISTANCE 4.5 OK VERT. UP 7.2 Porch Or Isolated Post Inside Use 2 Ft. 0 In. Dia. x 2 Ft. 0 In. Deep Concrete Footing D 2.00 Ft [ Depth Of The Footing r 1.00 Ft [ Radius Of The'Footing A r 2 Tr 3. 14 Ft. 2 Area Of The Bottom Of The Footing 1, 7.2.1. Vertical,Down P 3.24 kips VERT.= DOWN P 1.2 ps 1200 Lb > VERT. DOWN— 1032 Lb OK DUE TO 2 DEPTH Ft 2 A Ft 7.2.2. Vertical Up 2 P — P 0.89 kips VERT. 3 v UP P A D 7 0.94 kips WEIGTH �FOOTING c Safety 2 Stress Increase Due To Wind 1.33 p P (2 r u) D 1.40 kips FRICT. 2 6 P 2.34 kips TOTAL RESISTING --7-7-7 Page Number 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 19429-05, 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 6-24-2005 efer nce Shari & John Silva <Blue Ribbon> Description: 12' RCA Breezeway P TOTAL Safety P RESISTING 2.6 OK VERT. UP 17 GENERAL NOTES THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS: -0 Of 1. ALL WORK SHALL CONFORM TO THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE... M 0 IRO LOADING INFORMATION A.I.S.C. AND/OR THE LOCAL BUILDING CODE BLUEORi.B.'im OOW W BARNS - CORRALS NINES� 2. DESIGN SOIL BEARING PRESSURE VALUE -IS 1000PSF FOR DEAD LOAD 0 M-0 BUILDINGS* MEZZA DEAD LOAD 2.5 PSF t4 0: 6-3=0�0 PLUS LIVE LOAD. FOUNDATION DETAILS SHOWN ARE BASED ON MINIMUM CODE LIVE LOAD 20 PSF REQUIREMENTS. FOUNDATION IS SUBJECT TO APPROVAL BY 'LOCAL ENFORCEMENT f? �_c �;5,5 MANUFACTURINGt I N C. AGENCY DUE TO SPECIAL SOIL AND/OR SITE CONDITIONS PRESENT. 9140 STELLAR COURT, UNIT A, CORONA, 92883 SNOW LOAD : 0 PSF 0 i5wo _11D COLLATERAL LOAD: PSF 3. ALL FOOTINGS SHALL REST 12 IN. MIN. BELOW NAT -URAL GRADE AND FINISHED Z PHONE (951) 277-2435 FAX (951) 277-0749 GRADE, WHICHEVER IS LOWER. ALL FOOTINGS SHALL REST ON FIRM, UNDISTURBED WIND LOAD 80 MPH EXP. C SOIL " WHERE FROST LINE DEPTH MAY PRESENT A PROBLEM, OWNER SHALL CONSULT WITH LOCAL BUILDING DEPARTMENT FOR RECOMMENDATIONS AS TO REQUIRED DEPTH OF i!� . SEISMIC ZONE, 3 M Z 4P FOOTING. 0 a.) PREPARED FOR: tn:xz - N �0- w 4. CONCRETE SHALL SAVE A MINIMUM STRENGTH OF 2500 PSI 0 28 DAYS USING TYPE OF OCCUPANCY Lf -3 AT LEAST 5 SACKS OF CEMENT PER YARD AND NO MORE THAN 7 1/2 GALLONS OF PROJECT: SHARI & JOHN SILVA WATER PER SACK OF CEMENT. TYPE OF CONSTRUCTIOW: V—N ONE STORY, APPR. 15'-6- HIGH U) 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH ADDRESS: 9890 JONES AVE. FLOOR AREA: 1351 FT 2 THE LATEST A.W.S. SPECIFICATIONS. CONTINUOUS INSPECTION WILL NOT BE 9 REQUIRED SINCE WELDS WILL BE LESS THAN 5/16" SINGLE -PASS 94 s FILLET WELDS. (SEC. 1701.5.2 OF U.B.C. 1997). g LOCATION: DURHAM, CALIFORNIA 6. ALL COLD FORMED STEEL MEMBERS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE ON PLAN. W Wanw-3: 7. ALL SELF -DRILLING SCREWS SHALL BE VS BRAND AS MANUFATURED BY DB BUILDING -.915s, 'u, FASTENERS, INC. (ICBO # ER -5617) 2N W 8. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS Plans and documents bearing this stamp hm been SPECIFICALLY DETAILED. TABLE OF, CONTENTS accepted Ps meeting the applioable provisions of 9. MATERIALS ASTM DESIG.: MINIMUM YIELD (U.N. California Code of Regulations, TrJe 24. Acceptance LIGHT GAGE TUBES A500 Fy = 39. KSI GI COVER SHEET COLD FORMED LIGHT GAGE SHAPES A653 Fy = 50. KSI t approval to violatenny oppkab!e code: The is no ROOF AND WALL SHEETING A446,A792 Fy = 50,80 KSI, S101 FLOOR PLAN plar, revievi included the follovying subjects: (Y/N) STRUCTURAL STEEL PLATE A572 OR A36 Fy = 50. KSI ROLLED MILL SHAPES A36 Fy - 36. KSI BRACING A36 Fy = 36. KSI MACHINE BOLTS A307 Fy = 36. KSI S102 FOUNDATION PLAN ly Sfructiral Plumbing S103 ROOF PLAN Fire LI!4 Saft%,ty MATERIAL OF EQUAL, OR BETTER GRADE, MAY BE SUBSTITUTED FOR MATERIALS SHOWN. -4A( M S201 SECTION/ELEVATIONS Amewibifity 10. BLUE RIBBON MANUFACTURING, INC. IS AN APPROVED LA CITY FABRICATOR PER L.A.C.M.C. -1—t tv.,echanical _y_ Other SECTION 96.203. AND MAINTAINS ALL RECORDS AND INSPECTIONS REQUIRED TO KEEP S501 DETAILS CURRENT WITH LA CITY DEPARTMENT OF BUILDING AND SAFETY STANDARDS. Ld LOS ANGELES CITY TYPE I FABRICATORS LICENSE #1932 LLI cr S502 DETAILS Plan 0 L.L_ Principal Plan Reviel"Er S503 DETAILS U) _X4 Date 4? LLJ (J -_J S504 DETAILS ct� Z __J C) Upon completion of the structure, the elevation of the lowest floor shall be certified by a registered U7) a i Professional engineer or surveyor & verified by Butte Co. building inspector to be properly co :D < 3 CN elevated, & the cert. & verification provided to the Flood Plain Administrator NO. REMSION/ISSUE DATE NOTE: I RELEASE See the attached Resid �ntial Construction Requirgments. 3 - Pages The 2001 CBC, CMC, CPC, CEC, DATE. 6122105 S 8 and 2001 California Energy (P DRAWN BY. M.S. by 0) Efficiency Standards as amended — 5 869 CHECKED BY: Butte 0 County apply to this project LLI c(_ E P.6 0 2006 �FaMst eners f6-r-�r—es—su�e--pres—ervafve—t— SCALE: NONE reatie—dand—N 7/18/05 fire -retardant treated wood shall be hot- DRAWING NUMBER., 0228-05 dipped zinc coated galvanized, stainless steel, ClVJ\, silicon bronze or Copper per CBC 2304.3 C 0 The IINW i builder is responsible for Complying with the 13UTTE COU Proprietary hardware Manufacturer's specific G-1 requirements for corrosion -resistance. 131011 n I-VING ED APPROV SHEET at 9 m o N hl 0.Mm300 �' w _ "�j��dTGz WN Z ZQrr rr 11�fAW1"� Z 'FJY_ QC K WON�� W ° �1n�rz°m U~�?IW/IC OZW°]m W � � rcti�Nao �? w WK�00 Uh� �7d'z0waaa � a z 414 ;mffi�o U�7LLDU O UKit: z .J Z CQ Lj cj:� Q zQ s J � Ld _co -J v) rn o N N0: REVISION/ISSUE DATE 1 RELEASE DATE: 6/22/08 - DRAWN BY: MA CHECKED BY: SCALE: 1/8"=1'-0" DRAWING NUMBER: 0228-06 s1s. T #4 REBAR CONT (1) 5/8"0 KWIK-11 BOLT 1/S501 12" CONT. 11-011 TOP & BOTTOM 7" -MIN. EMBED. HILTI, INC. (ICBO #4627) Pt ITTE CO'Jt�! I y 0 m 0 Oil IL ------- oil j t4 MOB #4 REBAR CONT (1) 5/8"0 KWIK-11 BOLT 1/S501 12" CONT. 11-011 TOP & BOTTOM 7" -MIN. EMBED. HILTI, INC. (ICBO #4627) Pt ITTE CO'Jt�! I y 1-0110 (4) 1/2"0 KWIK-11 BOLT 3/S501 OF 2 2'-0- 3 1/2" MIN. EMBED. pijjLj)1W'G DIVISIO SHEEr 3 OF HILTI, INC (ICBO #4627) 0 m 0 z 0 5� t4 MOB (L wozz'R = Z � -.I Z a M (4:2 Z' m, �!-wmw.m It -4 0, 7. E'S, 9 d o 0- ODw w 10 ox � -,< 'D M S .0 Z ZD < 0 0 5 -Mx 0 oo� D m m 0 Ln H M X ,5 0 0 :1 c) 21 --S i—, C) < 0) CC 71- 00 0 (J) 0) Lj— NO. RE)fiSION/ISSUE DATE I RELEASE DATE; 6/22/66 DRAWN BY: U.S. CHECKED BY. SCALE. DRAWING NUMDER: MS -05 S102 1-0110 (4) 1/2"0 KWIK-11 BOLT 3/S501 OF 2 2'-0- 3 1/2" MIN. EMBED. pijjLj)1W'G DIVISIO SHEEr 3 OF HILTI, INC (ICBO #4627) 0 0: 0� w .1 1-4 IL mm'lad x m .15, -n:m 0 DI=M,yrr L, 0 ffo S p E w Po Zlnmw(L 0 z '.-10.0 uoa:oo m Rz Lo Fx ow 83N., 1 0 C., LLj >. 0 < LU co cf) 0) LL CN NO. REVISION/ISSUE DATE I RELEASE DATE: 6122105 DRAWN BY: U.S. CHECKED BY. SCALE. 1/8"-l'-o:ft DRAWING NUMBER. 0228-05 S103 SHEET 4 OF 9 -T IT 77' 1 F1zV �mg x Z W WSSJ E N mU�>i N H arcm;pa wa wZ a goy< C rpNK 1�� �?641FO �I-WANK O �~ yaw }ZZ) �p �KO=a1.K. W g< r". V Q�UK JQ a i✓~ :�moz.W a 1� �L"m IQ ri 0 3Z mmW�oo �O��rc3 C// z z C) ct �QQQ z °D W �wcl� W U � (j)0o N N0. j REV610N/ISSUE DATE 1 RELEASE DATE: 6/22/05 DRAWN BY: X1,5, CHECKED Y. SCALE: DRAWING NUMBER: 0228-06 S201 <17FOOTING SECTION SCALE NONE <��FOOTING SECTION SCALE; NONE <TTFOOTIN,G SECTION SCAM- NONE <�> FOOTING SECTION CONNECTO COLUMN CON�E-TOR COLUMN SEE DETAI 52/S504 SEE DETAIL 131S.104 OR 54/S504 (SIM.) ATTACH TO CONCRETE r—TZCH TO CONCRETE WITH (1) 5/8-0 KWIK-11 SOLT 4 TOP OF FOOTING MIK I BOLT KMK-11 BOLT r'/B" N. EMBED. K 11 1) 5 -0 M 'IT" 1 7* MI 5/8-0 Kwi LT- 7e8MIN EMBED. lt�MIINVIMOE... HILTI. INC. (ICBO #4621) 7" MIN. EM D. HILTI, INC. 8 4627) WALL PANEL d 16 G�4x Go MN WALL CONCRETE FOOTING 4. ALSO. SEE DETAIL 6/SSOi ALSO, SEE DETAIL 7/S501 --TAIL 9/S5D1 4. ALSO, SEE C ING SCALE: NONE <�>-C-OLUMN TO FOOTING SCALE: -NONE OCOLUMIN TO FOOTING SC"- NONE 8 COLUMN TO FOOTING. SCALE- NONE NNEC R= 0 , < CONNECTOR COLUMN, GEOE 21 AIL S,.,� SEE DIET 5�/ 1 3"x Yx 13 UMN OR 54/S504 (SIM.) CA CCDL 4) BOLTS '7'R D. a 1,V"o '�E TOP OF FOOTING 5/8"o KWZ-711 BOLT -371-r, -7717---?-� 11 BE HILTI, INC (ICBO #4627) 5 "0 KWI%il E& o - 7* MIN EMBED. k 7�8MN. EM ED. 1/167 HILTI, INC. (ICBO #4627)1 HILTI� INC. (ICBO #4627) 4'. T 1116"V 1,��x 172% 10- BOLTING �PWE ij *-4111 CONCRETE FOO=TIN. 9 -16 GA. COLUMN 84SE ALSO. SE 1/16" Gk CO1AJVN SZE ALI., SEE 9 COLUM� COLUMN TO FOOTING SC"- NONE <1 0> COLUMN TO FOOTING SCALE. NONE <5 FOOTINIG DE-rAIL SCAM- NONE <1 2> SC"- NONE ss/0 coo s 8 4 It\] ID CD P.6/ 2006 7/18/05 C PLANS APPRO 0 Fp- AUG 3 1 2005 WIL SCALE, NONE <0 SCAL.- N.NJE <9� SCALF-- NONE ......... Ir Ci N ZZ, U u 0 z 1 m 2JE 0 cl� cj-� 0 < CC) cj_- C1 cf) 0) E CN NO. REWSION/ISSUE DATE I RELIEASE DATE. 6/22/05 DRAWN BY. W.& CHECKED BY. SCAM- NONE DRAWING KUWBER. 0228-05 S501 SHEET 6 OF 9 12'-0 3/4- 12'-0 3/4- 4* -0 1/4' 4�-O 1/4' 4* -0 1/4" 1/4 4'-0 1/4- 4* -0 1/4-: 1.21 1/4, I I (I . =-" p Z Z Eid BOX0 CHNL-,-. CHN mix 00 �o / r- , 25 r24 M.0 x x 0 0 m m Li j j :H" CHNLn ILI io =-" p Z Z Eid BOX0 r L5 D � 0�1 mix 00 �o 0 M.0 x x 0 0 m m :H" CHNLn =-" p Z Z Eid I---- � de�-- r L5 D � 0�1 7-7- q ALSO SEE DETAIL 32/S503 . 2 B*x I 1/2"x 14 GA- 5 3 LO I . rA- (2) #14 TE SCREWS AT EACH Sl E — 0 (3) #14 TEX SCREWS - RAFTER SEE ROOF PLAN SECTION A -A a AT EACH SIDE FOR SIZE EE ROOF PLAI SEE ROOF PLAN S7 RAFTER 0 0 0 0 F S 0 R SIZE 'SEE ROOF PLAN RAFTER R 1:1:y i FOR SIZE �,ZE ' SEE ROOF PLAN FOR SIZE 1/16" 2"-4" 1/16" 72--4"/l RAFTER �N -;;I SECTION 9-9 ,SEE ROOF P ALSO SEE DETAIL 38/S;50.3 (3) #14 SCR S AT EACH ST DIE < ��5> 2 *-4 1/16- 2--4- FOR SIZE (3) #14 TEK SCREWS 1 PURLIN CLIP TO RAFTER ER ER &APH AT EACR SIDE w, NONE P PL SEE ROOF LAN SEE ROOr I SCALE. NONE #14 TEK #14 TEK STREWS DE� 7 V # 14 SCRE '(3) #14 TEK SCREW$ (3) #14 TEK SCREW RAFTER FOR S31E FO R PURLIN S, EACH SIDE RAFTER AT AT EACH DE ,I 'I AT EACH SIDE PURLIN (3) #14 TEK SCREWS FOR SIZE SEE ROOF PLAN FOR SIZE SEE RO PLAN FOR SIZ SEE ROOF PLAN FOR SIZE 7 1/4- 2-'12 7w 2 �/8.x , /2 x 14 ( 2 t/8 -x i 1/2-x 14 GA. SEE ROOF PLAN FOR SIZE) UR PURLIN IN iN �2) 1 S AT 5 3/4 LONG CONNECTOR COLUM�YN 2E 40 CONNECTOR COLUMN -1 SEE DETAIL 53/S504J AIF SEE I EE lOOF ILAN R SIZE OR SIZE 0 L SEE DETAIL 53/S504 EACH SIDE C NECTOR COLUMN CONNECTOR COLUMN SECTION A -A S E DETAIL 53/S504 SEE DErAJL 53/S504 3 RAFFTFERS TO ALSO SEE DETAIL 34/S503 dl'��RAFTER TO COLUMN (372 RAFTER TO COLUMN COLUMN <34 RAFTER TO COLUMN SCALE-- NONE SCUL, NONE S—LEI NONE SCALE- NONE RAFTER SEE ROOF PLAN FOR SIZE RAFTER SEE ROOF PLAN FOR SIZE (2) #14 TEK SCREWS -jT7 4 02 z LO, o z 1-4 < C) < <r LL— M cn 5 0 -J Lij < :E (f) C) CN NO REYISION/ISSUE DATE 1 RELEASE —4— DATE. 6122105 DR4WN IFY: M.S. CHECKED BY. - SCALE., NONE DRAWING NUVBER- 0228-05 .S503 % ' 1 &NHEEr 8 OF 9 c 11 7 .. ................... 7 L (2) #14 TE SCREWS AT EACH Sl E PU PURLIN EE ROOF PLAI SEE ROOF PLAN S7 F S 0 R SIZE 14 GA. PURLIN CLIP 14 GA. PURUN CUP ALSO SEE DETAIL 38/S;50.3 ALSO SEE DETAIL 39/S503 < ��5> <3 PURLIN CLIP TO RAFTER <g�PURLIN TO RAFTER SCMF-- NONE w, NONE SC&AME. NONE SCALE. NONE PURLIN SEE ROOF PLAN RAFTER PURLIN PURLIN (3) #14 TEK SCREWS FOR SIZE SEE RO PLAN FOR SIZ SEE ROOF PLAN FOR SIZE 7 1/4- 2-'12 SEE ROOF PLAN FOR SIZE) UR PURLIN IN iN �2) 1 S AT __ -l'/4 AIF SEE I EE lOOF ILAN R SIZE OR SIZE 0 L EACH SIDE t(;)o;14 TEK SCREWS 0 0 PURLIN 0, SEE ROOF PLAN FOR SIZE 0 0 a 0 0 0 CONNECTOR;� SEE DETAIL (2) #14 TEKS AT EACH SIDE RAFTER �814NECTOR COLUvW SEE ROOF PLAN FOR SIZE SEE D L 53/S504 14 Gk PURLIN CLIP 14 GA. PURLIN C IP (2) #14 TEKS AT EACH SIDE ALSO SEE DETAIL 42/S503 <:::��PURLiN TO RAFTER <g��PURLIN TO RAFTER =PURLIR TO COLUMN PURLIN TO COLUMN SCALE: NONE: SckL- NONE scALF- NONE SCALE: NONE (4) #14 TEK SCREWS AT EACH SIDE IESS/0 I s B (4) #14 TEK SCREWS AT EACH SIDE Noe .1 5 869 rn WINDOW TRUSS SEE DETAIL 23/S502 La P.6/30/2006 7/18/05 WINDOW TRUSS SEE DETAIL 23/S502 e -,"i 0 0 0 I C v ILANS APPROVED �,or c CONNECTOR COLUM SEE DETAIL 53/S504 N C SONNECTOI COLUM N EE DETAIL 17/S5 AUG 3 1 2005 r f-1 BUT E COUNTY ALSO SEE MAIL 44/S503 WILLDAN U DD 1, LAV 0 IL IG r <D� TRUSS TO COLUMN <g�TRUSS TO COLUMN A mOVT--D p P 1, � " SCALE. NONE SCALL- NONE SCALF- NOIE1 -p" -jT7 4 02 z LO, o z 1-4 < C) < <r LL— M cn 5 0 -J Lij < :E (f) C) CN NO REYISION/ISSUE DATE 1 RELEASE —4— DATE. 6122105 DR4WN IFY: M.S. CHECKED BY. - SCALE., NONE DRAWING NUVBER- 0228-05 .S503 % ' 1 &NHEEr 8 OF 9 c 11 7 .. ................... 7 L 26 11. METAL ROOF DECK 26 GA- MEtAL ROOF DECK #12 TEK SCREWS 26 GA. GUTTER STRAP #12 TEK SCREW FTE - EACH 0 24- O/C 4 L<19 C vj\� P C L\50 AUG 3 1 20 f2 A. LED:GER -fy 05 op c wTTE COUN DAN nWG tj Z�. w z u C z fie P4 ce z Z -all ZF- C:) cy) cr co S 10 21 (n 0) Q CN NO. REW-qON/IME DATE I RELEASE DATE. 6/22/05 DRAWN BY: M.S. CHECKED BY., SCALE-- NONE DPAWING NUMBER. 0228-05 S504 SHUT or LEDGER TO TRUSS SCALE-. NONE SCALE -NONE <9 SCALE. NONE 7.7 -7777-77- AT EVERY 8TH HIGH RIB APPROX. 4' #12 TEK SCREW 0 6' O/C METAL ROOF DECK SEE ROOF PLAN FOR MANUFACTURER AND MODEL #12 TEK SCREWS SEE ROOF PLAN FOR SPACING INFORMATION rA' Ro F DECK METAL ROOF DECK #12 TEK SCREW If 12 TEK SCREW 0 6' O/C SEE ROOF PLAN FOR MANUFACTURER AND MODEL CTU Mo EL 2'x 1 1/2"x 14 GGA. ROLLFORM 0 40- O/C PURLIN. SEE ROOF PLAN FOR SIZE 26 GA. METAL GUTTER 26 GA. METAL FASCIA RAKED FILLER PANEL <�6 > GUTTER CONNEC'FION <�4�> EDGE TRIM CONNECTION DECKING TO PURLIN 49 DECKING TO RAKE PANEL SCALr-- NONE SQkb NONE SCALE-- NONE SCALE,. NONE REVERSE BOX RIB CONNECTOR COLUMN CONNECTOR COLUMN AEP SPAN 2 1/8"x s 1/2"x 16 CA, 2 1/8"x I 1/2"x 16 GA. 1/16" 2"-24" V2 �TITCH SCREWS 4 3/32- 24 O/C '3/6, 3/8. r�_n, r 1/16' 2"-24' CON E CONNECTOR COLUMN 7 OR GO C� 2 1/8"x I 1/2�x 16 GA - /; j/. . , 1 1 1/2- L #12 TEK SCREWS 0 7.8- C/C REVERSE BOX RIB (TYPICAL ROOF APPUCXnON) 2"x 2". 16 GA. 1/16- 2'-24" 2"x 2"x III GA. BOX RIB SECTION PROPERTIES '7 Wt. S+ I+ s- Go.ge (Ibs/ft) C..'/ft) (i�'/ft) tin'/ft) (j�'/ft) 1/16, 2'-24- CONNECTOR COLUMN7 2 1/8"x I 1/2�x 16 GA. XHO& Ebq-2757 26 .95 D692 .0652 .07 .0876 CONNECTOR COLUMN 2 I/ex I 1/2"x 16 GA. 1/1 V 2r"-214- <5 Q> ROOF DECKING CORNER COLUMN <05 INTERIOR COLUMN SCALE-- NONE SCALE. NONE SCALE: NONE WALF-NoNE CONNECTOR COLUMN 2 1/8-x 1 1/2". 16 Ck 2" 2* 16 GA. P"�� UNLESS NOTED OTHERWISE 1/' 6" 2-. 6 "X .083' TYP. 1/16- �Ir� /16" 27-24" 24' 1/116V -172'-24" EQ EQ ED 2 rx x I *x 2x 16 GA. 12'-0 3/4- rx 2*x 2"x GA. 1/16- 2'-24- <�4 > <,5, 5 CORNER COLUMN SC", NONE SCALE! NONE SCALE: NONE SCALE NONE '?,(:fEssto I? WINDOW TRUSS [SEE DETAIL 23/S502. 24/S502 & 27/S0502 �2 TYR CD 4 69 rri 2* -24- 10 EX .6/30/2006 TYR 1/8' 2"-24" .1 PLANS APPRIOVED 7/18/05 4 L<19 C vj\� P C L\50 AUG 3 1 20 f2 A. LED:GER -fy 05 op c wTTE COUN DAN nWG tj Z�. w z u C z fie P4 ce z Z -all ZF- C:) cy) cr co S 10 21 (n 0) Q CN NO. REW-qON/IME DATE I RELEASE DATE. 6/22/05 DRAWN BY: M.S. CHECKED BY., SCALE-- NONE DPAWING NUMBER. 0228-05 S504 SHUT or LEDGER TO TRUSS SCALE-. NONE SCALE -NONE <9 SCALE. NONE 7.7 -7777-77- CF -IR Page 3 5/03 08".00-.58 REVISIONS: CERTIFICATE OF COMPLIANCE:1 RESIDENTIAL Date..05/0 Water Heater Notes: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page -1 CF -IR CERTIFICATE OF COMPLIANCE. RESIDHNTIAL Page,2 CF -1R Silva Resilience G ENERAL CONSTRUCTION -.NQTES-:.,, Date..05/05/03 08.00:58 Project Title .......... Silva Residence Date..05/05/03 08;00:58 Project Title ....... Project Title .......... Silva Residence STATEMENT 1. Strap w ith metal strapping near top and bottom of tank Project Address ........ Jones Avenue # COMPLIANCE -mance ater heater to wall framing w 1. Weather-strip all doors leading to unconditioned areas. I perfox Durham, CA *v6.01* ',FENESTRATION building features arl( 6 Of the 2. Install pressure/temperature relief valve with piping to discharge outside building. 2. Caulk all exterior door and window frames. Documentation Author ... Robert Heaton Building Permit # ance lists the sl and Title -24, Part This certificate of COTPlil =lply with tions to 3 Robert B. Heaton Architect Over- needed to �( administrative repla with 3. Extend water heater flue to outside air, minimum 12 Inches aboye roof surface. Caulk and seal all openings In bullding envelope to prevent Infiltration. 4 ng/ specifications as, and the individual rriaxi[num Plan Check Area U_ interior Exterior i le of Regulatlol ;igned by the is 4. Install combustion air openings In water heater closet�near floor*and Ceiling, minimum 50 4. Windows and glass doors shall be dual pane glazing, withA 284 Keith Lane Date ha dalifornia C04 an 9 tificat of compliance Chico, CA 95973, Orientation (sf) Factor SHGC Shading Shading F no This certificate has bee -e Field Check/ Date implement them sunslbilitY- When this cer le orientations, U -Factor of 0, 3 and a maximum RHGC of wt 7 530-343-8038 overall design re . 3 plan to be.built in niult2.PSpecial Features sq. in. each. Al' all be labeled with certified U -Factor, SHGC and Climate Zone.�4 ........ 11 Window Right (S) 10.0 a.350 0.370 Standard Standard Yes submitted for a sing e buildin! ied is indicated in the 5. 1 glazed assemblies sh amp, Inc. tandard Standard Yes that is var Water heaters shall be natural gas fired and shall 'be approyed by California Energy Compliance Method ...... MICROPAS6 v6.01 for 2001 Standards by Enerc F any shading feature 5. Infiltration Certification. Window ront (NW) 1S.0 0.350 0.370 S section. Window Left (NE) 15.0 0.350 0.370 Standard Standard Yes Modeling Assumptions Commission. MICROPAS6 v6.01 File-SILVA Wth-CTZI1S92 Program -FORM CF -1R DOCUMENTATION AUTHOR 6., Insulation shall meet California Energy Commission quality standards, and Window Back (SE) 9.0 0.350 0.370 Standard Standard Yes User#-MP1902 User -Robert B. Heaton Architec Run-SILVA window Right (SW) 9.0 �0.350 0.370 Standard Standard Yes DESIGNER or OWNER shall have the following minimum ratings: L Name... Robert Heaton t JiVAC SYSTEKS Name... Robert B - Heaton company Robert B. Heaton Arch1tec Electrical GenerallNotes: GENERAL INFORMATION s: 4284 Keith Lane Exterior Walls Coulpany Architect Addresi 95973 Refrigerant Tested ACCA Address '2044 Palm Avenue Chico, CA Conditioned Floor Area ..... 2371 of Equipment minimum Charge and Duct Duct Duct Manual Thermostat Chico, CA 95926-2356 Phone... 530-343-8038 Building Type .............. Single Family Detached Type Type Efficiency' Airflow Location R -value Leakage D phone... (530) 343-8038 01 1. Provide separate 20 amp circuit for each laundry room and bathro I om. No other outlets Ceilings Construction Type ......... New 1 ?2 are permitted on these circuits. Building Front Orientation. Front Facing 270 deg (W) No No Setback License. C 4J I Furnace .0.800 AFUE n/a Attic R-4.2 Setback . I ''1 073, Signed Floors Number of Dwelling Units ... No - Attic R-4.2 No No signed.. d269 _2t� for each kitchen. 7. Furnace shall be certified by California Energy Commission, shall be pilotless, Number of Stories .......... 1 ACSplit 22.00 SEER �AQM (date) 2. Provide 2 separate 20 amp ground fault protected circuits Floor Construction Type .... Raised Floor WATER HEATING SYSTEMS 3. Provide arc -fault circuit protection on all bedroom wiring. shall be gas-fired, and shall have a minimum AFUE of 01/0 Glazing Percent4ge ......... 14.9"t of floor area ENFORCEMENT AGENCY 8. AJr conditioner shall be lifornia Energy Commission certified and shal a 0.39 Btu/hr-sf-F External Average Glazing U -factor ... Number Tank a minimum SEER of 0 0 Average Glazing SHGC ....... 0.39 in Energy Size insulation Name..... Average Ceiling Height ..... 9 ft Tank Type Heater -Type Distribution Type System Factor (Sal) R -value Title... 9. Ducts shall be constructed, Insulated, assembled and installed In conformance Agency.. with the latest edition of the California Mechanical Code. BUILDING SHELL INSULATION Storage Gas Standard 0.58 so R- n/a to. Thermostat shall be programmable type with setback controls. phone... Component Frame Cavity 'Sheathing Total Assembly REMARKS PLUMBING GENERAL NOTES: It. Water heater shall be gas fired and shall be certined by California Energy Lor-ation/Comments I W, Type Type R -value R -value R -value U -factor signed.. I -----------(date) Commission. wood R-21 R-0 R-21 0,057 Garage Wall Wall All plumbing materials and installation Shall conform to 1998 Califbmia PILIPIbing Code. 12. Insulate first 5 feet of hot and cold water piping at water heater. Corner wall 13, Shower heads and Interior fittings shall be certified "low flow" type by California Roof Wood R-38 R-0 R-38 0.033 Attic 2. All fixtures and fittings Shall conform with JAPMO Standards. I � � R-3.0 R-0 R-3 0.330 Solid Wood Energy Commission. CO ,Door None 3. All drain, waste and vent piping shall be cast iron No -Hub (Refer to Specif4tions), and Floor Wood R-19 R-0 R-19 0.037 Wood Floor 14. All exhaust fans shall be provided with back -draft dampers. (D = FENESTRATION shall have approved fittings. 15. All gas cooking appliances shall be pilotless type. 0,00 r M3 B-88. 16. Primary kitchen lighting fixture shall be fluorescent. W Over- 4. All water piping shall be copper tubing, and shall comply with AS`r 17, Primary lighting fixture In room containing water closets shall be fluorescent, Area U- Interior Exterior hang/ 5. Insulate all hot water piping - see Specifications. 18. All exterior lighting fixtures shall be fluorescent or HPS. orientation (of) Factor SHGC Shading Shading Fins 6. All piping shall be supported at intervals as follows: Window Front (W) 25.0 0.350 0.370 Standard Standard Yes Pige Diameter maximum sugDoftjgagng,,,,_, Window Front (W) 39.0 0.350 0.370 Standard Standard Yes Do r Front (W) 33.3 O.S50 0.650 Standard Standard Yes UJ N Z 0 window Front (W) 25.0 0.350 .0.370 Standard Standard 'Yes window Front (W) 25.0 0.350 0.370 Standard Standard Yes Horizontal Piping window - Left (N) 10.0 0 350 0.370 Standard Standard Yes 6 feet Window Left (N) 10.0 0:350 0.370.Standard Standard Yes 1/2 8 feet Window Left (N) 4.5 0.350 0.370 Standard Standard Yes 3/4" Window Back (E) 20.0 0.-650 0.400 Standard standard Yes 10 feet Door Back (E) 10.0 0.370 0.320 Standard Standard Yes 1-1/4" or larger window Back (E) 17.5 0.350 0.370 Standard Standard Yes A Window Back (E) 15.0 0.350 0.370 Standard Standard Yes Window Back (E) 15.0 0.350 0.370 Standard Standard Yes Vertical Piping Door Back (E) 20.0 0.370 0.320 Standard Standard Yes window Yes 1-1/4" or larger Eachfloorievel Back (E) 9.0 0.350 0.370 Standard Standard Window Right (S) 6.0 0.350 0.370 Standard Standard Yes Window Right (9) 10.0 0.350 0.370 StWdrd Stariddrd YGO 7. Supports shall be standard pipe hanger type. 8. Supports for vertical piping shall be opposed hangers at floor leve 9 cc UJ BEDROOM WINDOW NOTE: UJ ip C9 Each bedroom shall have at least one window for emergency egress. All egre.s windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height shall be 24 Inches, the minimum net clear openable width shall be 20 inches. When windows are provided as egress, they shall have a finished sill height of not mora than 44 Inches above the floor. I G F-1 � 'S H., r�l F"4 tA "Alrn.) 7:7 C,-)