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HomeMy WebLinkAbout041-470-109144-89 f� G@LD.BEACH AVIATION CO. 3845 Lime Saddle Rd. Paradise, CA 9596.9 41-47-- - 2627 91B,, P, E� DUFFY, Jack, v 3845-1 is -e—_ 041-4770- 92-4316 BPER C DUFFY; Jack-- - ever - 3845 Lime ver"3845-Lime Saddle, Orovlle new sf ' ars '70� A { l Vks ,,' J i !f TO Building Department FROM: Environmental'Health' SUBJECT: Sanitation Clearance �a- G - Owner Location AP# _ • _ Water supply �%�e`• / Plan Approved for: Sewaqe Disposal ii Water Supply_ Hold final for: Water Supply Final clearance O.K. for: bedroom mobile home. Other Clearaince for _ NOTE Date Sanitarian. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-75 1 I AGRICULTURAL BUIL[ING EXEMPTION PERMIT PERM T N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are, processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NjO. Z ON Lbl.13, PARCEL P.D. ROOFIN OWNER PHONE NO. V I. ✓ OWNER'S ADDRESS 3943 7f S LOCATION OF BUILDING USE OF BUILDING l'&x z '16Q 5-72; SIZE OF STRUCTURE } O ' x �/ = Z Gz S� 6 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME d� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE, _ „� L/f /y O _ !k! e'rl. /04 meA,7 ! — ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable Cov_nty Ordinances as follows ----f t�-+ 4 REAR FRONT .� - SIDES � Z AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date �� �� 0 Signature of Owner A A Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. ��� l Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant FLOOD PARCEL P.D. ROOFIN ISSUE V I. ✓ Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant SCHEDULE C The land referred to herein js described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: All that portion of the following described property lying East of the Easterly line of Silvera Court, formerly Oroville-Peutz Road, from Oroville via Pentz to Magalia, and West of the Westerly line of Lime Saddle Road (formerly Nelson Bar Road,) of the following described property: The Southwest quarter of the Northeast quarter; the South half of the Southeast quarter of the Northwest quarter; the East half of the Southwest quarter; the Northeast quarter of the Northwest quarter of the Southeast quarter; the Southeast quarter of the Southwest quarter of the Southeast quarter and the West half of the West half of the Southeast quarter, all in Section 7, Township 21 North, Range 4 East, M.D.B. &.M. EXCEPTING THEREFROM all that portion -and being more particularly described as follows: BEING a port ion_of'Section 7, Township 21 North, Range 4 East, M.D.B. & M., and more particularly described as follows: BEGINNING at a point in the North line of the.Southeast quarter, of the Southeast quarter, of the Northwest quarter of said Section 7, said Point of Beginning bears South 880.45' 55" West, 72.00 feet from the Northeast corner of said Southeast quarter of the Southeast quarter, of the Northwest quarter of said Section 7; thence from said Point of Beginning along the North line thereof, South 880 45' 55, West, 100.70 feet to a point on the Easterly right-of-way line of Silv.era Court,(formerly Oroville-Peutz Bond Highway from Oroville via Pentz to Magalia), said point being on the are of a 380.00 foot radius curve concave to the Northwest; a tangent at said point bears South 110 32' 41" West; thence along said Easterly right-of-way and said curve through a central angle of 120 55' 28", an arc distance of 85.72 feet; thence South 240 28' 09" West 189.02 feet; thence along the arc of a 520.00 foot radius curve concave to the Northeast through a central -angle of 740 22 3411, an arc distance of 675.02 feet; thence leaving said right-of- way, North 330 44' 30" East, 112.43 feet;. thence North 140 42' 01" West, 224.80 feet; thence North 220 24' 43" East, 199.96 feet; thence North 360 46' 24" East, 180.41 feet; thence North 180 00' 00" West 200.00 feet;'thence North 570 50' 55" West, 71.84 feet to the Point of Beginning. ALSO EXCEPTING therefrom all that portion described as follows: BEING a portion of the Northeast quarter of Section 7, Township 21 North, Range 4 East-, M.D.B. & M., and more particularly described as follows: continued rtion of the Northwest -quarter of the Southwest quarter All that po of the Northeast.qua,rter of said Section 3 lying Westerly of the .., Nelson Bar Road; as said road i.;described in deed from J. G. Curtis to the County of Butte, dated August 6, 1925, and recorded August 10, 1925, in Book 195 of Deeds, at page 306, Official Records of Butte County, California. ALSO EXCEPTING THEREFROM, all that portion as described in Deed to the County of Butte, recorded June 51 1973 in Book 1840 of Butte County Official. Records, at page 152. AP No. 041-470-094 C7.77 om P Ex. r ,� 6c-' 7.6 d 35.79AIC N NNS' 1 RS101-9 PM 77-86 !299.94 , 1146.89 Iwo r' \ 41 39.95 C.5l 37.29 AC. 89 \ O 1 N 32.66AC. 90 PM 82 29 ! /9/'� v1 0 33.7 867.39 3 a1 1 P/M44-79 4 I 2 X35.05 AC. E� 98. W 13 IPM -7-8.62- 23 51.48 AC. O 6 C. g i qo0 r i 470-01 69 l 1294.2 2� 0.9 72 74 ' 15 1.934e 71 X70 ti /4;' 4ie — !$4" • 94 cc' ` 27.86 AC �� 1 i 76 49.94 Ac I i3 1 B f 1.1`6 %036.06 1981.36 66 co 55.25 Ac902 00 7 :711 CALIF PM 73 -345 �0.0/ Ac. o � 1374.15 796.45 % - 1 — ---- rfiis me.p rl� ' sUyvav of the lard depicied 4x'03 \ �y ,y, hereon. "cu : hi:i!!: :poi! rF,l ; s� u pose other than:'a t �parcel Jr ra*(-' expresslycall d : disclainis ao- oss oru�: nava which may result Born reiianc� o.. lair; r ap.. . �,. k 1 r'l F� -r 1 � "•��''� +1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 .». PERMIT AP'LICATION DATA SHEET Permit No. OWNERS �, >� v A. P..No. Proposed Building Use (0 Building Inspector v Date�Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ......................... ................ _ .... 13. School District fees paid ............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 7t—�c/Qq and hold for pickup at office. Deliver w/inspector. Other f �4-- �C-1f7-.'73 Applicant }' U. a e -75'- Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--naiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW NOT COMPARED WITH ORIGINAL DOCUMENT - Resolution BE IT. RESOLVED • AND ORDERED that_' the, Chairman of' thee Board- of Supervisors, be.. and_ isr; hereby authorized. and. directed.: -to � execute. an-- agreement, . on: behalf: -of -the -County ofButte•relating..to reclassification. of:zoning.with: GOLD BEACH AVIATION - and. to do and perform-. everything necessary to: carry. out the- purpose- of this resolution. PASSED AND ADOPTED by the Butte- County Board. of Supervisors on the 29th day of January 199 1, by the following vote: AYES: Supervisors McInturf, Campbell, McLaughlin, Fulton and.Chair,Dolan NOES: None ABSENT: None NOT VOTING: n� FEB B 91-005044 _.,)ANE_ DOLAN ,CHAIRMAN Butte ounty Board. of Supervisors BUTTE. COUNTY RECORDER ATTEST: ..RAND H,. Chief Administrative - Officer and. Clerk. o ard: BY L qy'f, f -r*1 t _ CONDITIONAL ZONING AGREEMENT THIS AGREEMENT made- this t day of De. , 194' 0, by and between "First Party as identified in item (a) ' of Exhibit 1 of this Agreement,- and the COUNTY OF BUTTE, a.' political subdivision of the- State of California, herein called "Second Party". W I' T N E'S S`E T: -H WHEREAS, First- Party is the- owner of - real . property, herein called. the- "Property", situated. in the County of Butte, which Property. is • described. in: Item (f) of Exhibit I of this Agreement; and_ WHEREAS; the Property is now, zoned.- as - specified . in ` Item, (b) of Exhibit 1; and. WHEREAS, First Party has: applied. for a:_ reclassification of zoning of the Property pursuant to which application the Property is being reclassified. from its present classification to the classification or classifications specified. in Item (c) of Exhibit 1; and. WHEREAS; public hearings have- been held upon said application before. the Board of Supervisors of the' County. of Butte, State of .. California, and after having considered the matter presented, it has been determined that certain conditions to the zoning reclassification of said real property must be imposed so as not to - create any problems inimical to the health, safety and the general welfare of the County of Butte. NOW, THEREFORE, IT ' IS MUTUALLY UNDERSTOOD AND AGREED that inasmuch as the reclassification specified in Item (c) of Exhibit 1 is being granted, the • said reclassification shall , be subject to the conditions specified in the following paragraphs: 1. That Exhibit 1, as completed and. attached hereto, is incorporated . into and made- a part of this Agreement with the same force and effect as if fully set forth herein. 2.. That First Party shall construct and comply with all the following conditions: 2a. A deed restriction barring further division of the two parcels to be created. 2b. Only one new, residence- shall be placed on the site, and loca �y as to create a.clustered effect with the existing structures. 2c. Payment of County deer range mitigation fees. �� � I -•f �E Pio Pos � /19/; C.Ast QST yogic- �� G, I� 2d. Conformance to fencing standards as presented. to the County by the Department of Fish and Game. 3. In the event First Party, any successor in interest of First Party, or any person in possession of the property described in Item (f) of Exhibit I violates or fails to perform any of the conditions of this Agreement within thirty (30) days after notice thereof as provided in Paragraph 5, the Board of Supervisors of - Second Partymay instruct the County Counsel of Second Party to institute- legal proceedings to enforce, the provisions of this Agreement: The Board_ of Supervisors of Second. Party may also initiate proceedings to rezone- the property to the- classification specified in Item (b) of Exhibit I.or-any other -suitable classification... 4., Notice- of violation of, provisions.. of- this Agreement- shallbe- • sent_ to First- Party, at_. the- address --specific_- in- Item.. (d) of* Ekhibit 1 and.' to the,- street- address- of- the= property • described- in Item- (d) of Exhibit 1. Any. subsequent: title-- holder; any. lien- holder;, or- party; in • possession of the- property -- shall also receive-., notice_ of such violation at an address other than as specified. in Item (d) of Exhibit 1 by filing with the Clerk of the Board of Supervisors of Second Party the address to which the notice is. to be sent, with reference to this Agreement and the REsolution authorizing its execution. 5. In the event suit is brought by the County Counsel of Second. Party to enforce any of the provisions of this Agreement, First Party agreesto' pay to Second Party a reasonable sum to be fixed by the Court as attorney's fees. 6 -. Each and every one of the provisions of this agreement herein contained shall ind and insure to the benefit of the successor in interest of each and. every party hereto, in the same manner as . if they had herein been expressly named. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. the - day and. year first above -written. 10 M STATE OF CALIFORNIA)ss. COUNTY OFr- On -lpe-- . i �.. ,� \a before me. the undersigned, a Notary Public in and for said State, personally appeared proved to me on the a basis of satisfactory evidence) to be the persons who executed the within instrument as Of the President n-.8---weiapt, on behalf of C7 C—D ��PrC_rt P�y t P1 --n O t,--) the corporation therein named, and acknowledged to me that such corporation executed the within instrument pursuantto its ■• Cy(�THIA A- COLLOT •'I tax , o-� Board of by-laws or a resolution of its board of directors s` NOTARY PUBLJC.CAUFORNIA V i=1 JAN N Z9 1991 Butte Courcy WITNESS my hand official seal ■a' Od, 30,1992` 21 tip J Mry.Cattab^ � 121 �,tatatata����t���as����ta�ta�tta�td Signature `✓ (This area for official notarial seal) VVA# �77 DI)AT Ig I . P?6 S , old 7a BY/cd A1e7"J Gu OIN4T Ho u & IF Ncr ��IiMlTTEO Tay comolwrloN& OF Retame (;7mi.tsAome)v �NE2E D �D GUEST'444�(4sc COM*rZi No PlFiZM%T Io NF(,E N � a of � ReQD OMie.c �-7�'7u6 93 �P�PossD Ke�.�s� A#j gut(r. ov6R*(e*) gcock ST�tcc�Tu �,e� BUT rjo7m �F GREST 449-asi; off- f9 �; r 7 D A f &f -s -r f/31l, � �3 FF6 Permi.t•. Applicant:: JESSEP= t�)NP<2Ds Permit; No`., X3-788 A -P.. No,._o36-15`+—007 Date:-- Th-L-- ame=:, The• above-- cefe:renc:e:d' building plans. we•re� reviewed! by^ this: ofEi-ce- Pr:o.vide! ad.ditlonal_ in:£ormatiom and/or. make- revisions: to: plarrs, spec:i£ications!,• and* calcmLations_ as, follows: �c 14iL C� Z O w rw INUZ c, rn � N mum �- 3d C.�ru NC IIJs��o►J 1- • , ��� � ¢� �Dt�. c-►•�bY Com p�t,k�u�. rE yom wish to: discuss any- requ:.rememts,. you: nay- contact me at (9=L6) 53*8=-?54.L hetwe:e-n_ 3':.0 0: PM! a;nd: 5:.0 0: PM-?,, Wanday} th.rougii:: F'rid.'aye.. COUNTY OF BUTTE - DEPARTMENTOF PUBLIC WORKS 7 County Center Drive - Orovill(L C�.41ifol°jnia 95965 - Telephone: 916/538-7541 APPLICATFON SND PERMIT PERMIT NO. 92-4316 ASSESSOR PARCEL NUMBER 041-470-106 ZONING FRIO BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 3068 R 165,672 OWNER'S MAILING ADDRESS 3845OROVILLE. CA 95965 2649 UNE 79,470 CONTRACTOR'S NAME UNKNOWN TELEPHONE 601 M 10,818 CONTRACTOR'S MAILING ADDRESS 186 C 93 0 120 1 302 Fireplace"Ait 3 4 500 . CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 262971 LENDER'S MAILING ADDRESS Filing Fee g $ 15.00 Permit Fee $ 1168.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 584.00 Ener Plan Checking Fee Energy g $ $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3845 LIME SADDLE ROAD OROVILLE Permit fee $ 1787.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 131 5-00i 65.00 Solar or heat pump water heater 1 20.00 LOT NO. 2 SUBDIVISION NAME PARCEL MAP 125-40 Water piping 7.00 7,00 Each vias water heater or vent 7.00 7,00 USE OF STRUCTURE SFX1 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Ik] Addition ❑ Remodel D. Utilities ❑ Installation❑ Other ❑ Describe work: IBR (+ UNFINISHED) _ Permit Fee $ 114.00 Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 200A OR LESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 I NEW CONST. / DWELLING OCCUR.&) OR ADONIS. l ACC. BLDGS. r 3.6asq.ft. 128.40 NEW CONSTR ULTI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 1 761 Ex. Occup. OUTLETS (RESID .)OR EA.) I 3.00 Temporary service 15.00 15,00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 176.90 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Vf Consent to Self -Insure. shall not employ any person in any manner so as to become subject L� ' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 15.00 Heating 9.00 DUAL PAK Cooling g 4T 16.50 Hood 6.50 6.50 Ventilation 4 14.50 1 18.00 permit Fee $ 65.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, inde fy and keep harmless the County of Butte against all li 'e ,udg ent , c sts, an expens s which may in any way accrue agains s Co my n on quen a th nting of this permit. X q,� Date Si nature o Applicant - Owner❑ Contractor ElAgent n oSH i of ruc u estoverr3gstoriesoin heagvfattions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ CONST TYPE TOTAL FEE $ 2182.90 HAz DFEES IMP FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- � resolutions to do have been paid. WORKS -Date Receipt No. 122897 - 662.25// WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r �.:++w+`!i'aKt{rt.rr�r..�+^t��l". n`ti.�.z `•��yi�77.w7. f4.f r}"i'T.y�ati.,;;.-rpl-lYt.t(�y"'�tib,��1'�yfef}NY',�.�-'yr1'l� '�'...: "c-ty.', r.�n,; .Y.. -+'a.. , .', .. ��• .. CO3 UNTY OF BUTTE.,- PARTMEN,T QF"R.UBLIC W0" BUILDING DIVISION �k• r. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE (916) 538-7541 <, PERMIT -APPLICATION DATA SHEET OWNER�i v 1 A. No. �` 4/7Proposed Building Use T Building Inspect Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5Hazardous Material Form . .................................. . e7. Energy Design Compliance and supporting documentation . ............, SI .... . Statement of Intent for Non -Heated and A/C Buildings . ................ Engineered truss details and layout in duplicate (required prior to plan check). .... / 7- Mobilehome factur r' i stallat'on nstructions, 2 sets. ........... Fees of . /P�0 !.(p�........................... 1. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . T_ Flood elevation letter (100 year flood ;, / lifornia Engineer . ................. . 14. Sanitation and plot plan approval (J Health Department . ............. GAF 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license appro rom City of Biggs/Gridley. „..�� ........ . a 17. Planning approval for (A) Use: (B),Parking: FIS 10 . ........ 18 Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . Qp8'% Pre -Inspection reques- � 20. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22 Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ). .......... . _,_24,.,Recorded copy of Agricultural AcM led eme tatement. ................ Letter of signature authorization. !t!...... F�G�i . ................ 26. Copy of recorded deed of parcel creation and 60 right of way o a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. "..............:..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. P st..................................................... 33. 34. When issue the mi , pr l Telephon Other Parcel Creatio Acreage as follows: Ma id hold for pickup at 7 Mail to contractor. _ office Delivgr with inspector. Date Copy of Haz-Mat form sent Health Dept. Fire De 't. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following dataum st be submitted prior to permit issuance: ( ircle neitem not hecke abov 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date .Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder . `3 Copy - Department of Public Works COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORSS — BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 ?ROPOSED BUILDING USE A.P. N0. DATE �; 2- Z/� Z� REC. # DATE REC 1. chool Distric Fees/* �l/w / /5 �(paid at District Office) ........................... -2 Sheriff Fees, (paid at Building Department) Residential ......... 3�a _ unit amt. Commercial(per sq.f t.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X. =$ T units amt. Commerical(per sq -ft.) X. _$ sq.ft. amt. 4. Recreation District Fees I (paid at District Office) ........................... 5. Drainage District Fees ` (Contact Land Development) „ 6. Other 7. Other At time of permit application, I was advised the above fees are required. to be paid prior �o issuance of the permit. .kPPLICA DATE 1 F RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., - DUPL�X & MISC. ONLY) Bldg. Permit # Yom' 14•i� OWNER A.P. #1 7= O l Plan Checker 'LS GENERAL PV ning requirements: (sideyards and number of permitted living units). luation.ans signed by designer.oper description of work on application.'isting violations on property. ems on data sheet. (W.C., fees, Health', Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN mplete parcel size and dimensions. T Setbacks, sideyards, easements, etc ther buildings orstructures. ding, fills, drainage. a Flood hazard. e ;-Sp raciall conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). �EAU & FAS road setback. -8-7'-Building or utilities across lot lines (Record form). _ FLOOR PLAN Complete to scale plan with `dimensions Required windows. -for light and.ventilation-(Sec. 1205). Required windows for second exit `(Sec. 1204),.-- Skylights 204).— Skylights (Chapter 34 & Sec. 5207). Human impact glass,, (Sze..j5406) .' . Required.room.sizes, ceiling height`s "(Sec.71207). GFCIs in baths,.garage,,kitchen,'and exterior outlets (Article -210-8). Light fixtures, switches,'receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. �. . Garage firewall., door size,-and,.cioser,(Sec 503(d)(3)). Je 1 - 3'0" exterior exit• door (sec. 3304; (f). , .; Fireplace and wood stove location, alcoves, -and'�clearance. Smoke detectors (Sec. 12'10).,,-, . Plumbing fixtures, water closet*,clearancesvand,shower size. STRUCTURAL.DETAILS a }, Standard bracing or'engineered'design (Table 25V)'- ' Unusual shape, size, or split level house requiring lateral design. "Clerestory requiring balloon'.framing and/or=engineering. - i Three story building requiring engineered calculations and plans. D.: Foundation plan complete enough to construct building. - 6. Floor construction details complete enoughtito_'construct building. Elevations and wall construction details complete enough' to construct building 8. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. - 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header'siies.. ., t -P2— Stud 'heights.' =~' .43.Adobe soils special`foundation design. 14. Retaining walls requiring design: 4 15. Special Inspection required: t� ; a � % 8/91 RESIDENTIAL•?LAN`RECKING GUIDE MISCELLANEOUS'ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). 1 nderf loor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. . Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. ®� OF responsible area requirements. 4�' Tom• requirements. mo > 157 5 dePi� `yY%�z' • i utte Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY.CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 4 ' Jack Duffy DATE: May 19, 1993 3845 Lime Saddle Oroville, CA 95965 i RE: Proposed Residence Dear Mr. Duffy: A.P: 041-470-016 B.P.# 92-4316 With reference to the above subject, attached is: [XX] Plan check list [ ] Red marked calculations [ ] Red .marked plans Other: ACTION REQUIRED: [ACX ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: John Randall Very truly yours, . ,., JohrY H ry Plan"Check Permit A li-cant:Duffy'Permit J PP -Jack 92-4316 , A.P. No. 041-470-106 Date: May 19, 1993 The above referenced plans were reviewed by this office. The following items are still required prior to permit issuance. 1- Apply for fire sprinkler permit per Parcel Map requirement. 2. Show location of P.G. & E. easement on plot plan. 3.. Pay Water Tender and deer mitigation fees per Parcel Maps. 4. Plans must show a footing under linen closet wall which supports roof trusses. 5.. Clarify 5'."1/8' x 14 glulam beam at living room. No such size is available. 6. Energy compliance is inadequate. Provide a computor analysis which demon- strates compliance. 7: Provide support for rafters at the right side of the foyer. 8. The exisiting guest house requires a building permit if constructed after February 1, 1962. The property°owner must sustantiate the date of construc- tion, and obtain a building permit if built after said.date. J 9r. Clarify setback at truss TRC1. 10. Refer to permit application data, sheet for additional information. Be advised that the building permit application expires on 12/15/93. - �- ...� , -- • - � ° ... .......................... ... _-.......... .................. ....... .------- ---.-_._.....__.-- � — - ,, �= + . �. :�; ;... ' a..x �_•:, ; ­' w -• .. t Count u to LAND OF NATURAL WEALTH AND BEAUT ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2.140 John Randall DATE: January 11,1993 5439 Black Olive. Dr. Paradise, CA 95969 RE:. Proposed Residence Dear Mr. Randall:' A.P: 041-470-094 B.P.# 92-4316 With.reference to the above subject, attached is: [XX3 Plan check list [ ] Red marked caltulations [ ] Red marked plans. Other:' ACTION REQUIRED: [XXX] Comply with plan checklist [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between'3:00 &,5:00. cc: Jack Duffy Very truly,yours, P.O. Box 946 Oroville, CA -95968 / rA' I John.__• n"ry Plan Check Engineer .,,Permit Applicant: Gold Beach Aviation Permit No. 92-4316 A. P. No. 041-470-094 Date: January 1.1, 1993 The above referenced building plans-were reviewed by this office. VThe building plans were revised to the extent that the previously submitted engineering must be re-evaluated by the engineer. 2. ProvL ised plot plan to scale showing the location of the easements.. Accothe Planning Department, zoning conditions-require that the new resilocated on the 10 acre parcel. The submitted' plot plan shows i acr parcel. Contact Tom Lapt at Butte County Planning Depart- ment. ��- {� L✓P�7. 3%� c�!`-. 4. Provide truss details and make corrections per telephone conversation with Linda Sexton on January 8, 1993. C • - ? ` � ._ , _ - , _ � ' ' '{ •� •. .. ' � • • , . ` -� r _ i COW.. T ICBO Evaluation Service Inc. J n A subsidiary corporation of the International Conference EVALUATION REPORT Copyright© 1991 ICBo Evaluation Service, Inc. Filing Category: FASTENERS --Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -11 HILTI,INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -II and Post Nut Kwik Bolt -II II. Description: A.'Kwik Bolt -Il: Kwik Bott-II (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from either a carbon or stainless steel material. The carbon steel Kwik Bolt II stud is made from AISI 1038 or from AISI 1144 materials. The wedge is made of AISI 1010 steel. All carbon steel components are zinc plated. Each component of the stainless steel Kwik Bolt -II is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded atthe upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three -section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre- drilled hole to provide the anchorage. Allowable tension and shear values in normal -weight concrete are tabulated in Tables Nos. I I and I I I forthe car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -11 concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside. diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal -weight concrete for carbon and stainless anchors are tdbulated in Table No. IV. C. Installation: 1. Kwik Bolt -11 anchor is installed in concrete with a prem drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are belowthe surface. The nut is then tightened againstthe washer until the torque values specified in Table No. I are attained. Minimum embedment depths, edge and spacing requirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt -11 anchor is installed in a predrilled hole in con- crete approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and provide a dust free area. The oT Building Officials Report No. 4627 May, 1991 .anchor is tapped into the hole until the post nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor tapped again until the post nut is again in contact with fastened material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. 1990 Accumulative Supplement to the U.B.C.: This report is unaf- fected by the Supplement. F. Identification: The anchors are identified in the field by dimensional characteristics and packaging. The packaging label indicates the man- ufacturer's name. and address and the size and type of anchor: A length identification code letter is stamped on the threaded end of the bolt. See length identification system, Table No. V. III. Evidence Submitter: Descriptive data; tension and shear tests Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1988 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear. and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the.ratio of the actual shear to the allowable.shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not.subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for duration of loads such as wind or seismic forces. 6. Expansion anchors are installed in holes predrilled with a Hilti carbide -tipped drill bit, manufactured by Hiiti, Inc. This report is subject to re-examination in one year. Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not soecifually addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc.. technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranry by ICBG Evaluation Service, Inc.. express or implied, as to arty '`Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 P Page 2 of 4 CM DC TL D IE TABLE NO. 1—INSTALLATION SPECIFICATION' Report No. 4627 .. SETTING DETAILS ANCHOR SIZE KS41 I KB-IIKB41 KB41 - 14 inch "nch 1/2 inch We inch KB•11 I L4 inch .KB41 t Inch BD = D drill bit size = anchor diameter (Inches) 1 '/- 3/s 'iz 5/s 3/4 1 E depth of embedment (minimum/standard) (Inches) i 1,/8 2 15Js �.2t/2 21/4 17T, 23/4 i 4 1311- 43J- 14t2 6 i DC wedge clearance hole (Inches) 5/16 7116 9!16 .1 1/16 I 13116 I 11/8 L anchor length (minimtix) (Inches) 131- . 4112 121/a 7 231- i. 31/2 1 10 . 412 .12 . 6 12 TL thread length std./extra thread length (Inches) 3/4 3 71s 4 111-" 4 1'h 41/z 1112 4'2 211- 4'/2 M installation : Stainless Steel torque (ft. -lbs.) :.Carbon Steel. : min. E guide values :.std. E 4 20 30 ( 4 20 30 7 ?5 45 75 75 95' 150 I 150 225 .200 200 350 BMT thin. base material thickness (Inches) - 3' or 1.3 x Embed. depth whichever is ereater 41/2 41/2 ''[fuse details are for the KB -II anchor. Refer to the evaluation report for additional Post Nut anchor informarion. TABLE NO. I -A .ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS1-ZI4-5 - DESCRIPTION ANCHOR SIZE 14 inch I ata inch 1 112 inch-- sle inch' 3/4 Inch 1 inch EMBEDMENT • minimum/standard (Inches) 1111s 1 2 1518 12th_ 1 2'/- 3112 23/4 1 4 31/- 43/- 41/21 6 i AS spacing required to obtain maximum workingload (Inches) i 3 3' i 44- 1 ='!2 1 6 1 6 .. 1 71/z 71h_ 9 1 9 1 12' 12 ASmin minimum allowable spacing between anchors (Inches) 11x2 1'12 211.1 2114 1 3 1 3 33/- 133/4 f 41/2 41/2 6 6 ED edge distance required to obtain Shear maximum working load (Inches). Tension 1 331x 1}1- 33/8 3 14718 2'/2 4118 33/4 1 63/4 33/s 1 631-. 51/4 8'/- 4118 1 8114 6 93/- 47/8 93/4 71/a 131/_ 63/4 113'2 9 EDmin minimum allowable edge i Shear distance (Inches) Tension 13/4 I l/x i 131- , 2 2112 ! 51x 2 V { '1!•. - 33/8 711_ 33la 1 31, i 4'18 173/ 4'Ix j _ 47/8 31A 14718 i dile 6314 ( ' i2 -63/- 6 i 'When using EDmin and the load is shear, reduce the working load by -50 percent. 2 When using EDmin and the load is tension, reduce the working load by 20 percent. )For AS and. ED of anchors with actual embedments ber veen.the fisted embedmems. use the linear interpolation.. ' For AS and ED of anchors with embedments greater than the deepest embedment listed. use the value for the deepest embedment shown in the table. )Data in this table and the footnotes apply to all anchors covered in this report. *� Page 3 of 4 TABLE NO. II -KB -II CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)"," Report No. 4627 ANCHOR DIA. (inches) DEPTH EMBED. (Inches) f'e = 2000 psi Tension Whh' Without' Sp. Insp. Sp. Insp. Shear f'� = 3000 psi I Tension With= Without" Sp. Insp. Sp. Insp. Shear f', = 4000 psi Tension I With' Without' Sp. Insp. Sp. Insp. Shear I f" = 6060 psi Tension With' Without' Sp. insp. Sp. Insp. Shear 1/4 .11/8 250 125 400 310 155 400 360 180 400 440 220 400 1/4 1 2 525 265 400 550 280 400 590 295 400 625 315 400 '/4 I 33/4 625 315 400 625 315 1 400 625 315 400 625 315 400 3/8 15/8 500 1 250 925 615 310 1 975 710 355 1,025 800 I 400 1.025 3/8 21/2 1,125 565 1,100 1,210 605 1,100 1,290 645 1.100 1,450 725 IJ00 3/8 4'/4 1,250. 625 1.100 1,300 650 1,100 1.350 675 1,100 1.450 725 1,100 1/2 21/4 1,100 550 1.810 , 1,1230 615 1.840 1.365 680 1.840 1.625 815 1,840 1/7 31/2 1.750 875 1,840 - 2,000 1,000 1,840 2250 1,125 1.840 2.625 1.315 1.840 1/1 6 _ 1,950•. 975 1.840. 2,165 1,080 1,840 2.375 1,190 1.840 2.625 1,315 1,840 5/8 23/4 1,500 750 2,875 1,750 875 2,875 2,000 1,000 2.875 2.500 1.250 2.875 3/8 4 2,250 1,125 3.125 2,670 1.335 3.125 3,090 1,545 3,125 3.925 1.465 3,125 5/8 7 3,000 1500 3.125 3.250 1,625 3.125 3,500 1,750 3.125 3,925 1,965 3.125 3/4 31/e 1.850 925 3,875 2,175 1.090 3,875 2500 1.250 3.875 3,000 1.500 3,875 3/4 43/4 2,750 1,375 4.225 3,875 1.940 4.225 4,500 2,250 4.225 5.500 2,750 4.225 3/4 8 - 3,750. 1,875 4.225 4,625 2.315. 4.225 5500 2350 4,225 5.925 2,965 I 4,225 1 4'/� 3,125 1.565 6,625 3.800 1,900 7,125 4.375 2.190 7,625 5.250 2.625 8.625 1 6 5.000 2.500 8.625 5,815 2.910 8,625 6.625 3.315 8,625 8.250 --j 4,125 8,625 1 9 6,250 3.125 8.625 7.190 3595 8.625 8,125 4,065 8,625 10.000 5,000 8.625 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. 27nese tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. -The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. TABLE NO. III-AISI 304 AND 316 STAINLESS STEEL KB -II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t'4 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. =These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. -'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. /'r = 2000 psi f', = 3000 psi 1'� = 4000 psi f', = 6000 psi ANCHOR DIA. (Inches) DEPTH EMBED. (Inches) Tension With' Without" Sp. Insp. Sp. Insp. Shear Tension With2 Without' Sp. Insp. Sp. Insp. Shear Tension With Without' Sp. Insp. Sp. Insp. Shear Tension With= Without' Sp. Insp. Sp. Insp. Shear 1'/8 300 150 525 315 156 540 325 165 550 350 175 550 2 440 220 550 520 260 550 520 260 550 520 260 550 '%4 33/4 520 260 550 520 I 260 550 520 260 550 520 260 550 3/8 15/8 400 200 825 460 230 950 515 260 ( 1,075 1 625 315 1.150 3/8 21/2 875 440 1250 1.025 515 1.150 1,175 590 1,250 1.350 I 675 1.250 3/8 41/4 1.000 500 1.250 1.250 625 1.250 1,350 675 1,250 1,350 675 1.250 V2 2'/4 7 800 400 1,700 1,000 500 1,740 1,200 600 1.775 1,250 625 2.085 31/2 1,250 625 2.085 1.625 815 2.085 2.000 1.000 2.085 2.250 1,125 2.085 6 1,375 690 2.085 1,765 880 2,085 2.150 1.075 2,085 2550 1,275 2.085 5/g 23/4 1.175 590 1625 1.500 750 2.875 1.700 850 3,125 I 1.800 900 3.125 5!s 4 1,750 875 3.125 2.250 1.125 3,125 2.750 1.375 3.125 3.000 I 1-500 3.125 5/8 7 2.250 1,125 3,125 2,825 1,415 3,125 3025 1,715 3.125 3.425 1,715 3.125 3/4 31/4 1,450 725 - 2.700 1,825 915 3,100 2,200 1,100 3,500 2,450 1,225 4500 3/4 43/4 2,350 I 1,175 4,225 3.050 1.525 4.365 3,625 1.8.15 4500 4,375 2,190 4500 3/4 8 2,750 1.375 4.500 31625 1.815 - 4,500 4.250 2,125 4,500 4.800 2.400 I 4.500 t 41/, 2.925 1.465 5.700 3.625 1.815 6.350 4.325 2.165 7,000 4.500 2.250 7,000 1 6 4.125 2.065 7,000 I 6.000 I 3.000 7.000 6.750 3.375 7,000 I 6.875 3.440 7.000 I 9 5.250 ( 2.625 7.000 7.500 j 3.750 7,000 8.800 4.400 I 7.000 8.800 4.400 7.000 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. =These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. -'These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. y �P*e 4 of 4 Report No. 4627 TABLE NO. IV—POST NUT KB -11 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)'.' 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. ;These tension values are only applicable when the anchors are installed without special inspection as ser forth, in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced'. 50 percent. Linear, interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ' STAMP OWANCHOR A B C+ D E - _ 3000 psi ( P O- R S T I U V W X Y' Z Length Tensionc 11/2 2 21/2 3 _'3'/2 ANCHOR MINIMUM DEPTH 9 9'/2 10 11 12 WltnouP ofanchor DIAMETER/MATERIAL OF EMBEDMENT WIth2 Special I Special (Inches), •(Inches) Inspection Inspection. Shear Carbon Steel I'/8 I' 420 I 210 330 lf$ Stainless Steel 11/8 450 I 225 470 3/; Carbon Steel - , I5/8 760 (., 380 - ._ 100 .3/8 Stainless Steel IS/8 830 . ( .415 - L250 'The tabulated tension and shear values are for anchors installed in stone -aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. ;These tension values are only applicable when the anchors are installed without special inspection as ser forth, in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced'. 50 percent. Linear, interpolation may be used for intermediate spacings. TABLE NO. V—LENGTH IDENTIFICATION SYSTEM ' STAMP OWANCHOR A B C+ D E F G H- I- J K L M 'N O ( P O- R S T I U V W X Y' Z Length From 11/2 2 21/2 3 _'3'/2 4 41/2 5 5112 6 61/2 7 • 71/2 8 81/2, 9 9'/2 10 11 12 13 14 15 .-16 17 18 ofanchor . (Iriches) I Up to 2 21/2 3 3112 4' 41/2 5 51/2 6 61/2, 7 7112 8 81/2 9 - 9112 10 11 12 l3 14 13 . 16 IJ 18 19 but no[ including TABLE NO. VI—KWIK BOLT II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT EXPANDED SHALE-AGGREGATE.CONCRETE1•4 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of insialla- dom. Concrete aeoregate must comply with U:B.C: Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. ''These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters . provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. �. . i TENSION'(Lbs.) "TENSION (Lbs.) TENSION (Lbs.) TENSION (Lbs.) WITHOUT SPECIAL WITH SPECIAL WITHOUT SPECIAL- WITH SPECIAL SHEAR (Pounds) INSPECTION= INSPECTION' INSPECTION' - INSPECTION' ANCHOR SOLE. EMBEDMENT - (Inches) DEPTH (Inches) I TORQUE (Ft. -Lb.) /'� a 2000 psi f', = 2000 psi - f', = 4000 psi 1/< II/8 4 400 _ 105 �' '_10 180 360 2 5 400 150 I 300. 22.5 450 3/8 I5%8 15 755 190 380 310 625 2 tH- 15 - 1.100 315 630 485 975 112 • -2'/c 25 1.370 340. 685. ; 550 1.100 31/2 30 1.840 500 1.000, 800 1.600 5/8 23/. 65 2.480 555 I'110 785 1.575 75 3.125 82_5 1650 1.150 2.300 3/4 31/ 135 3.170 770 1.545 1.100 2 X00 < . 43/,; I50 4.li5 1.100 2.2001,625 3.250 'The tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the compressive strength at the time of insialla- dom. Concrete aeoregate must comply with U:B.C: Standard No. 26-3. '-These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. ''These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters . provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. �. . i TENSION'(Lbs.) "TENSION (Lbs.) TENSION (Lbs.) TENSION (Lbs.) WITHOUT SPECIAL WITH SPECIAL WITHOUT SPECIAL- WITH SPECIAL SHEAR (Pounds) INSPECTION= INSPECTION' INSPECTION' - INSPECTION' ANCHOR SOLE. EMBEDMENT - (Inches) DEPTH (Inches) I TORQUE (Ft. -Lb.) /'� a 2000 psi f', = 2000 psi - f', = 4000 psi 1/< II/8 4 400 _ 105 �' '_10 180 360 2 5 400 150 I 300. 22.5 450 3/8 I5%8 15 755 190 380 310 625 2 tH- 15 - 1.100 315 630 485 975 112 • -2'/c 25 1.370 340. 685. ; 550 1.100 31/2 30 1.840 500 1.000, 800 1.600 5/8 23/. 65 2.480 555 I'110 785 1.575 75 3.125 82_5 1650 1.150 2.300 3/4 31/ 135 3.170 770 1.545 1.100 2 X00 < . 43/,; I50 4.li5 1.100 2.2001,625 3.250 0ROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ��� �1:41,( OyU GAJ ADDRESS: CITY & STATE: ��— % �-L_ 95 y� CJ IMPORTANT: DATE OF CLAIM: �2—%s—3EE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODSOR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT C3 - /vtJ - v `'. lJ �.�� / et ` ACIS2 C.LJ TOTAL I, the undersigned, declare under pens�tyoferjury that the services o articles claimed be pertortne or slivered, �th th e claim !s true and correct/afstated.'Dated this......... .......... .....day of ..:.......... 161rlt. ..iQ )�1 -'Calif. ............. / ignature of Claimant I, the undersigned, hereby, certify that, to the best of my knowledge, the services o arficle.4Xpecified above have been performed or de- livered and that there is a Budget Appropriation O or Specific Board Approval E] (Ch cko for the same. Dated this .................................... day of ............................. 19......, at .............................. . Calif.......................................................... Department Head or Authorized Deputy Dept. E=p, Code Code PAYABLE FROM F UN D DO NOT WRITE BELOW THIS LINE _ AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO., INV. DATE ENCUMB. GROSS AMT. INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure.. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, .same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. COUNTY OF BU`fTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965- Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO.. &a-2-9 ASSESSOR PARCEL UMBER - 'i' -• � 41-47-9 1 Otp ZONINb FR10 BUILDING PERMIT OWNER JACK DUFFY TELEPHONE 877-4429 SO. FT.. OCC. BUILDING VALUATION R OWNER'S MAILING ADDRESS PO BOX 946 OROVILLE 95965 546 M 9,828 1, CONTRACTOR'S NAME OWNER TELEPHONE 14* 1 3� C '+ -1 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - NONE UNKNOWN Total VaIUatlOn $ f Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE JOHN RANDALL �77 " 55 7- NO. Plan Checking Fee $ Energy Plan Checking Fee $ 15.0 ARCHITECT OR ENGINEER'S MAILING ADDRESS 5439 BLACK OLIVE DR PARADISE Penalty $ BUILDING3845 LIME SADDLE RD PARADISE Permit tee $ . PLUMBING RMIT Filing Fee 10.00 Each Trap V 9 20 2.00 40.00 Solar or heat pqTp.iter heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP .Water piping 5.00 5.00 Each qas water h ter or vent 5.00 5.00 i USE OF STRUCTURE SF39 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping Isys 1 - 5 outlets 5.00 5.00 ui ding sew 5.00 5.00 M 'le Home S G W 0.00 ea TYPE OF WORK New Addition& Remodel❑/ UtilitiesUtilities[]Installation❑ Other Des ribe work: I1IZPi� q- 9D ewk P it Fee $ 70.00 tractor ELECTRICAL PERMIT Filing Fee 10.00 ain service 100 AMP ORSLESS 10.00 10.00 in service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) UL1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR AODNS. t ( DWELLING OCCU ACC. BLDGS. /z¢sgft0 NON.RESID R BRANCH CIRCTITS 2.50 ea ' POWER APPARATUS a SINGLE OUTLET CIR. ) Ex. Occu Occup(OUTLETS OR FIXTURES 20 ® 50C SALO 30 FIXED Ex. Occup. OUTLETS P(RESID,)REA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ 0 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. K� I shall not employ any person in any manner so as to become subject Yom'• to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor 119.90 MECHANICAL PERMIT FiIingFee 10.00 Heating 2 -SPLIT Cooling g -727.0107 Hood. 3.00 Ventilation J.UUJ _17.00 permit Fee $ 92,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. e to save, indemnify and keep harmless the County of Butte against I Iii Iie udgme costs, and expenses which may in any way accrue alCo ty .n c sequ e o e granting of this permit. 7 -Z9 c�/ %� Date - 9 ignitors f Applicant - Owner ElContractor E]Agent n OSH permit is required for excavations over 5'0" deep and demolition or construct- io ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - 3�°�' TOTAL FE ru HAZ. CUA-1PARK SCHL F CDF PAR PD i HD• ISSUE. This permit is hereby issued under the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. 96,283-A 52 7r, WHITE-O.P.W., YELL A PINK -INSPECTOR, GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PeRMITAPPLICATION DATA SHEET 6) 1 It/�ft Permit N'o. OWNER l I�Pt P� Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: y DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ omplete plans in duplicate/triplicate, signed by preparer. of plan;§,:- omplete engineered plans and calcs, with wet signature on plans 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan checkr,-1_4�_ 9. Mobilehome installation datdincluding manufacturer's installation instructions...C- `d 10. Fees of $ , .�..i Q , (��7....................... I 11. Chico Urban Area fees paid ....................................... 12. Park, -f If 13' F 1 �� 8 of strict fees paid . �...... Sanitation approval from Ha th Q artm 15. City of Chico plumbing permit ......................... 16. Plot plan and business license approval from City of� \ (see City for other requirements) U 17. Planning approval for (A) Use: (B) Parking:-� \D . 1 °. Improvements may be required. Contact Land Developme tri \Section DPW —tom 19., Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractors license information (No., Name Style, Classification) ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification' (Given to owner ❑, Mail to owner o) ..... 24.E Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ........... ................. . 2 P,C• Lc gT When you ' sue the_permit, process as follows: Mai"r. Mail to cont ct�r. Telephone d hold for pic atffice. Deliver w/inspector. Otherl�` Appl ica' -Date '� r Copy of Hdz-Mat form sent Health Dept. Ire Dept. Air Pollution Date Copy of plans sent Health Dept. Fi e D� �. Other Date The following data must be submitted r'or to permit-ri s' � rice: 1. Index permit for above%%� e �� 3'" _ •2. Additional items require Contractor, esi Contractor, desj Plan By c-hecI(ed�ab�ov� a 4r,-7 n owner, was advised of above required data by_ one---naiI—counter by date ner, owner, was advised of above required data by—phone _mail—counter by date )y 4�� Date Plans approved by Date _ '-'Sets of plans on hold 2in� File cabinet AP folder Copy—DPW lt;,< 4 %1/3 4 /y 3 f- SZ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. lid 2^7-c�i ASSESSOR PARCEL NUMBER /%� -� ZONIN•G//n /'-- In BUILDING PERMIT OWNER TELEPHONE 2 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILI G ADDRESS ro. ix�x <:11(0)LLQ CA&�-q. CONTRACTOR'S NA E_ ' all TELEPHONE /'. V 7 -5 775 CONTRAG OR'S MAILING ADDRESS Fireplace 0 CONSTRUCTION LENDER A� Vv� tV L UNKNOWN Total Valuation $.faw Filing Fee $ 10,� LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT ORE GINEER ►.i —1-2iz.t-., P,CJt_ LICENSE NO. Plan Checking Fee $ , Ener Plan Checkin Fee gy g $ r ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ sulL ING, ADD Ss 1 �A Permit fee PLUMBING PERMIT Filing Fee 10.00 _ Each Trap 2.00 zoo Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 1 0 Q USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other ' l SPECIFY Gas piping system 1 - 5 outlets 5.00 1 0 0 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition Remodel[:] UtiJi y Installation❑ Other ❑ Describe work: 7L/�1T�7�/ Permit Fee $ , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 11001 OR LESS 100 AMP OR LESS 10.00 ,pp�� V! Main service EA, ADD'L 100 AMP 2.50 ,2, <!;v CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. F1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ i am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.8i) OR ADONS. ACC. BLDGS. 2+h¢sgft a i NEW CC NSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e ) (SINGLE OUTLET CIR.120 0 Ex. Occup(OUTLETS OR FIXTUREBAl9 S AL@30 30¢ FIXED Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.0 Misc. byirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 ing C-er- s oolin g r0� ,Ci d Hood 3.00 Ventilation t2 I 4B .n b p permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitI gm' cos nd exp nses which may in any way accrue against said o V9A onse uen of th gr g of this permit. Signature �Appll_ii�., — Owner❑ Contractor ❑ Agent An OSHAmt ,uired For excavations ov r 5'0" deep and demolition or construct- ion of tr tures ostories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q! occ CONST TYPE TOTAL FEE S $ HAZ CUA I PARK SCHL FLo CDF PAR I PD HD. I . I i I ISSUE This permit is hereby issued unaer sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable resolutions fees have been WORKS Date provi- to do paid. Rec,VP04T_--452 / S7 'NNITC-O.P.W., YELLOW-ASeC790 R, PINx-IN9PEC OR, GOLDENROD -APPLICANT RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER J GENERAL CNPuiS �EGV . (1 --TV' 1VcrT PVT 11.J TZeTvtwS lcloning requirements: (sideyards and number 2! Valuation. ans signed by designer. Proper description of work on applicaticn. fisting violations on property. Bldg. Perci(t # Z(V27- AeP. # L�f Plan Checker` IZ-1-7 of permitted living units). 8/91 Items on data sheet. (W.C., fees, Health, Developer Fees., License law, etc). -7---Recorded nat-i-Ee of violation PLOT PLAN Ftbplete parcel Jsize and dimensions. acks, sideyards, easements etc. y , 3VOther buildings or'structures'. ding, fills, drainage. Flood hazard. Special conditions on creation map, (noise, ustible, and foundations). 7. PVkIU & FAS road setback. CDF, fire -sprinklers, non -comb - 8. Buikding or utilities across lot lines (Record form). " FLOOR PLAN 1�� , omplete to scale plan with dimensions. 2'/ Required.,windows for light and ventilation '(Sec. 1205). ' ' 3. Rea uired'windows'fors econd exit (Sec. 1204). r. ,.. .4--Sic-ylights (Chapter 34 & Sec. 5207). S. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 1 ` 7. GFCIs in baths, garage, kitchen, and.exterior out (Article 210-8). 8. Light fixtures, switches, receptacle's „ and exterior receptacles for main- tenance gf,mechanical'equipment.' 9. Locations of water.'heaier,-heat ng,and cooling.,equipment, other,electrical or gas .equipment. 10. Garage firewall,:door`'size,;"and'dl ser _(Sec.;,.503(<d)(3),).'. 11. 1 - 3'0" exterior exit door (sec. 3,304 (f) . 12. Fireplace and wood stove location,`alcoves,Z.:and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS tandard bracing or engineered design (Table 25V) nusual shape, size, or -split level house requirin lateral design. Clerestory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. v5Foundation plan complete enough to construct building. CrENpt� y z� Floor construction details complete enough to construct building. '7. Elevations and wall construction details complete enough to construct building SV -'Roof construction details complete enough to construct building. 1(3.-�Rafter ties or bearing ridge beam. 1f - Garage door or porch header sizes. 2 Stud heights. Adobe soils.- special foundation design. 14. Retaining walls requiring design. especial Inspection required. \ r 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS'TO LOOK OUT FOR 1. -Stairway details: landings, rise, . and' run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). —4-i—E-xter-i-ar plaster - weep screeds (Sec. 4706). A, ---Proper roof pitch for roof convering (Chapter 32). &--'Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage -complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. �b4. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17 —CD. -responsible area requirements. %/ T�7 5#,FET C E� 7,A -S) (._ A -ST S 1 DE / ►�i%E5"� Divinq pop�'►'1 `ee)c V P//"//q i Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R -I 1 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake wi$ damper and control c. Flue damper and control.. 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) for storage and backgp� tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated (R-3' or greater): §2-5312(Excep6on I): Pipe insulation on steam and steam condensate return & recirculating. piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/1A•att or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator-fr&zt:rs. fiUzers :ln - fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Revised July 1990 DESIGNER I ENFORCESIE\T L x -x x -x -x 6Cyclone ,Fence J '.. IkBordering .Lake Oroville oc (DePt_Of Parks & Recreation) — fisting Ranch House ' 1: AC i •- J. #4r* ..•� ,. XVI Nffe �fe Co• Reirni„g Came; . PUC 2 AUG 2 8 14�� I. C�Iowlls, caul ��