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HomeMy WebLinkAbout066-360-006066-360-00o 04-2953 SCIIWAR'IZBiEGU R 3 \li�1SiII W' kli, bLAG Cont: OWNER NDA' SINGLE FAMILY ,20 0 JJ � S t4 y1 Y fV + • f� � t `I t r 1, IPf jSt 1{' • . { l—_Vd) .. •� } �j`�ri+,}ti 1r711SR{ .�1 r' + .tt; 1:�)+IIIt�'l! -r+y ..-} r��l• c+ f; � 1�'l? flj { tY �ry ,�>liwyr ff +a rYY + f ,� p>IliSi2 r{et +�� LS't ��'�„ �a• • t 1 ti{4 �1 Ri et 1 .a. � it •F''�'..r31 e I+. � � t C t t-„Si+uv �j.. . Y t i }Ift� N Avf + -'�y Ji i d i i { j3 yr , sf fi �, 1 1}+= 1t 4+} J,• u +v �{ � K,” ,t t.,(; ` t �{ t�!'t«;Zs 1 ra.` h�#�1 � ; � � `_�! i ' �/tt'n •1 . yt �tt{ } r/i !� �' � 7 i � + : i ' 1- j'�aail .. [ + i � :its, r-�+ v +r�d rtl{ f - i v . ►.• t .:* L 7 !}+Jf�p I 3"Ml. d:•c: 2 #rd 1� $..rSHti� tre31,.".}. J, BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT. FORM This information is not available to the public!!!!!!! DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the .complaint address! Complainant: Address: Phone.Number: The above information is not available to the public! ! !'.1 ! I (2) . � a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ; 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. a ;.I :i Date �D\CJ Inspector l 1.0-4 /A I X 0 Q)Aa 22G REV 4/05 Phone # S 7 9 & ? a FOR RE -INSPECTION CALL: •538-7636 OR'891-2834.,; i :j COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE.¢ _Z�e r f�� ji � ? j 1. �-� N .�,�•'••�.� C� 1�, /� �\�• � 7 % �, , � ��... PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date J `—�� Inspector 2 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 V'�✓�NSLC- lJt 5C t/SS� W� 7� Td f o �MA/V 5 g- `%Efey J -+C -k- IMM11402-ew 12E/11 oi/c_d 7-ttC E�_X/S T/NG YL,,I -a . IV & t10 Co 6VGl2-E77t5 S' Cej--� J-f-.-�Jq 6.G -J5 -_n6 j> L, '�-LOO vviis s n Lt- wo r 4 - - rHzF 77' m t� • Vtt72/✓� C -X ve- 14yM Go ag_oc n o Al /1077 L41- , %tom. po t2 e -m W /moo/ c�ri T1=i�+e ij-i i --WAS &o/ IV G 7Z P/ IV/ E ff 77*' S' L 1-6 L vim/ Ti= /--14A-07-0 � �A . (A�N 066-S60-000 MAY -06-2006 03:53 AM ,t & L s L "` SURVEYING uu i nide Rd. P. O. Boz 671 - Paradise. CA 9S967.0671 Telephone: (530) 977.4300 - FAX: (530) 877-2251 April 11, 2006 Larry Biegler P.O. Box 2041 Paradise, CA 95967 Ref: 13813 Nimshew Road, Magalia, CA AP # 066-360-006 Dear Larry: Mr. Ronald Duff requested MER Consulting Engineer to locate finish floor vertically in various spots throughout the house and garage at 13813 Nimshew Road. L & L Surveying performed the survey work, for MER Engineering on May 12, 2005. Subsequently, you requested that we check the finish floor on two occasions — once on September 21, 2005, and again on April 6, 2006. From May 12, 2005 through April 6, 2006 there has been nQ movement up or down in floor elevations. Sincerely, Hollis Lundy, PLS LS 6373 HL:jk RADaily WorklL.euer M-03-150 Biegler - Nlmahew.doc P. 01 MAY -06-2006 03:54 AM P.02 S L L SURVEYING 1007 Bills Rd. - P. 0, Bo: 671 - Paradise. CA 95967.0671 Telephone; (310) 877.4300 • PAX; (530) 877.2251 September 21, 2005 Levy Biogler. . P.O. Box 2041 Paradise, CA 95967 RE: AP 0 066-360-006 On May 12, 2005 L & L Surveying was hind by MER Consulting Engineer to shoot 6 positions on the finish floor of the now house relative to an assumed bench mark. On September 21, 2005 L & L Surveying shot the same position's and found no vertical difference in the finish floor. ,. Hollis Lundy L.S. 6373 El 008DY WWM VW D@udpdypuV"j.090 DIO& NIM AeW.doc t MAY -06-2006 03:59 AM P.08 .... ...... .-- ._.__.. Mab 03 06�6a FAX TRANSMITTAL cement company . . . . . . . . . . . . . . . . . . . 0. . . . . . . 2300, Cf"n Road, Ste 300 Concord. CA "520 '!- (877) 836.2727 toll free Fox: (630) 243-6408 Ojuell®/ebl0 eententcom Date: 3._ v C - MOM* Greg Juell, Sales Representative Company: (including cover) FAX 0 S;o •- g 7.2-- 0 Z. 9 MOM* Greg Juell, Sales Representative No. Of Pages (including cover) Message ft ?� I r1-0 r;tf ",,-LA�44 Calmm Fua Coves c VAK,arr MAY -06-2006 03:58 AM May 03 06 lIt40a Degign rad conhof of concrete Mfxturiv o EBtml Fig. 11-81. Gaol "nine Is "Waal to suftessm pomw Tide patch Is covered WRh——a sheedn I lua inoulattan to rstala ntolstxro and ihte�att fo► rat n and strength Bab- (00e) &hallow vertical or overhead repairs may best be accom- plished by shotcreting- Several propridW low4hrinkage cemendtious repair products are also available. Curing Patches Following patching, good curing is essential (Fig. 11-34). Curing should be started immediately to avoid early; drying. Wet burlap, wet sand, plastic sheets, curing lxM tarpaulins, or a combination of time can be used. In lots - tions where it is difficult to hold dune ate ials in plate,. m an application of two coats of membrane<uArg corn pound Is often the most convenient method. Cleaning Concrete Surfaces Concrete surfaces are not always uniform in color when forms aro removed; they may have a somewhat blotchy appearance and there may be a slight film of form Wease agent in certain areas. There may be mortar stales from leaky forms or there may be rust stains. Flatwork can also become discolored during aonaentctom Where appear- ance is important, all surfaces should be cleaned after con• structior. has progressed to the stage where there will be no discoloration from subsequent cwwtructoa activities There are three techniques for cleaning concrete our- faces: urfaces: water, chemical, and mechanical (abrasion). Water dissoives dirt and rin m it frcan the surface. Chemical cleaners, usually mixed with water; react with dirt to sep. arate it from the surface, and then the dirt and chemicals are rinsed off with clean wane. MeduWcal methods•-- sandblasttrhg is most c:ommnn—mmove dirt by abrasion. Before selecting a cleaning method, it should be tested on on inconspicuous am to be certain it will be helpful P. 07 and not harmful. if possible, identify tate characteristics of the disodorstion because some treahnents are mote effehr tive titan cows In m moving Cantron mawhals. Wine► cieattfrtg mediDds include low.ptvssure washes, moderate -to -high-pressure waterblasting, and steam. Low.pressure washing is the simplest, mqulring only that water run gently down the concrete surface for a day or two. the softened diet then is flushed off with a slightly higher pressure rinse. Stubborn areas an be scrubbed with a norunetaflirbristle brush and rinsed again. High-pres- sute uwate bsting is used effectively by expetienced oper- arms. Stearn dean ft must ba performed by skilled operator, using special equipment. Water methods are the least h armiLd to concrete, but they arra not without poten- tial pmblema SesMus damage may occur if the cansete surface is subjected to freering temperatures while it is still wet; and water can bring soluble salts to the surface, forming a chalky, white deposit called eifloreaamm Ckemkal etmning is usually done with water-based mixriues formulated for specific materials such as brick, stone, and cattcrete. An organic compound called a surface tant (s mitre-acdve agent), which acts as a detergent to wet the surface more readily, is included in most chemical cleaners. A ttm&H amount of add or alltali is included to separate the dirt from the surface For example, hydrochloric (muriatic) add Is commonly used to clean masonry walls and remove efflorescence. There can be problems related to the use of cherru,cal deaners. 7 heir acid of alkaline properties can lead to reaction between cleaner and concrete as wdl as mortar, painted surfaces, glass, metals, and other building materials. Since chemical dearms are used in the form of water-auted solutions, they too can liberate soluble salts from within the concrete to form efflorescence. Some chemicals can also expose the aggregate in concrete. Chemicals cornneuhly used to clean concrete eurf tan and remove discoloration include weak solutions (1% to 10%aoneentradon) of hydeod-Boric, acetic, or phoephour acid. Diamrnortium citrate 0% to 3", water solution) Is especially useful in removing diseol. Oration stains and efflorescence on formed and flatwork surfaces. Chemical cleanera should be used by skWed operators taking suitable safety precautions. See Greening (1966) and PCA (1988) for mcar information. Mechanical cleaning includes sandblasting, shot- blasting, scarification, power chipping, and grinding. These methods wear thr dirt off the surface rather thane separate it from the surface. They, In fact wear away both the dirt and some of the concrete surf&= it is inevitable that there will be 3ume loss of decorative detail, increased surface roughness, and rounding of sharp corners. Abrasdve methods may also reveal defects (voids) hidden just beneath the farmed surface. Chemical and mechanical cleaning can each .have an abrading effect on the concrete surface that may change the appearance of a surface compared to that of an adia- entt uncleaned surface. 212 MAY -06-2006 03:57 AM Matt I 03 as 1113sa P.06 ptM awa tato twat d tnalsrt Ilya. AROW to UWB and trtAss alt to b01W d drip Rwan ettp, Oban aid we loco► a ae+rWad. IIWQ 11aa0 roe one �.OM t s men (tve') thnaeed WvasedlueW Oak to hot! (arms tight hardened aoreers Chapter 11• Placing and Finishing Concrete 60 k0Y (rllcill Do agakrot Fig. 11-2C A almlght, haulms tat aerertruetiesssoth con be butt using this dstdl. such as dams, the surface of each concrete lift is at with a }ugh -velocity expose clam jet to expoclean, sound concrete jurat before final set. This is usually done 4 to 32 hours after placing. The surface must then be protected and continu- ously cured until cor is a ft is resumed fru the rnxt lift. For two -course floors, the top surface of the base Blab can be roughened Just before it mets with a tiedtiedor stiff fiber brooch 'Che surface should be level. heavily saaoned, should and free of laftance; then it be protected until it is gr thoroughly cleaned fust before the out coat and topping mix are placed. When placing a banded topping un a floor slab, dee base slab should be cleansed of all laitance, dust, debris, grease or other foreign substanc a by using ease of the following methods: a. Wet- or dry -grit sandblamting b. l�lgh-pressure water blasting c. Mechanical removal by arabba», or grhid* wheels d. Power. brooming and vacuuming Hardened concrete may be left dry or be mlAstwW before new concrete is planed an it however, the mufam should not be wet or have any free: -standing water. Labor- atory studies indicate a slightly belt bond is obtained on a dry surface than on. a damnp mufac� howevenr the increased moisture level in the hardened concrete and in the environment around the concrete reduces water loss from the concrete mixtum. This can be very bn efidal. especially on hot, dry days. For making a horizontal cansonrctttm iel:et in rein- forced �neaete wall construction, good results have bees ms obtained by cwtstruL*% the forto the level of the joint, overfilling the firms a few eendmetae (itches), and then Wn tel Lap red aancret9 nm rtuora than 2S mm (t'1 mar removing the execs concrete just before hardening occurs; the top surbace then can be manually roughened with stiff brushes. The procedure is illustrated in pig. U-24. In the case of vertical construction joints cast against a bulkhead, the colnente sutfaoe genmily is too smooth to should permit proper bonding. So, particular care be given to removal of the smooth surface finish before reerecting the forum for pladn� freshly mimed concrete against the joint. Stiff -wire may be sufficient if the concrete is less than three days shh d; otherwise, buammering or sandblasting may be needed, followed by washing with clean water to remove all dost and loose oarticles. Sondln® New to \ Previously Hardened Concrete Can a Camust be used when making horizontal constructlon Pima in wall sex&m where freahly-mixed concrete iS to be placed on hardened concrete. A good bond can be 1 obtained by placing a rte►► concrete (higher cement and '1 mold content than normal) in the bottom 150 mm (6 in.) of I tit! stew lift mti.l dw,Uu6lily v;Lrusg ruties Juint interface. Alternatively, a eenter*sand goont can be scrubbed into a I clean surface immediately ahead of concreting. A topping concrete mix for slabs can be bonded to the previously prepared base slab by one of the following pros: cedure 1. Portland cement -sand grouting: A I to 1 cement-sumtd grout having a watercement ratio of not greater than 0.45, mixed to a creamlike consistency, is scrubbed into the prepared dry or damp (no free water) base slab surfacc. MAY -06-2006 03:56 AM P. 05 May 03 o6 lir37a �•v urngn one r„onrr X of 160ncrere nnrzruroe a bbW! 2. Latex. A latex -bonding agent is added to the aamentr sand grout and -is eplead In accodena with the latex manufacturer's direction. 3. 2pogyt An approved epoxy-booding agent placed DA the base conanelle, prepared in accordance with the i epoxy manufachuvr's directicm. The bonding procedure should produce tensile bond 1 strength with the base concrete In excess of 1.0 We (150 pet). r Crout is placed just a short distance ahead of the overlay or topavurse coatcrele (Fig. 11-25). This method j may also be applicable to horizontal jolras in walls. The + grout should not be allowed to dry out prior to the over placement, otherwise, the dry grout may act as a poor our - face for bonding. The surface of the base slab should have t been prepared by one of the methods discussed pre, vlously. Overlays are discussed Mather under "PaedUng Cleaning, and F'mieh r later in No chapter. iwow r lqp. 11-24. Appttoation of a eording grout 1uet ahead of the Overby oonore%, The grout must not dry out before the concrete Is placed. (SIM) MAKING JOHM IN FLOORS AND WALLS The following three types of joints are ca moron In concrete construction; isolation Joints, contraction joints, and con- struction joints. Isolation Joints Isolation joints (Fig. 11-26) permit both horizontal and ver- tical differential movements at adjoining puts of a slruc- tum. They are used, (or example, around the perimeter of a floor on ground, around columns, and around machine foundadorts to separate the Blab from The more rigid parts of the structure. isolation joint .materlal (often called eg mnsion-joint material) can be as lift as 6 mm (16 in.) or less, but 13 -mm Joni ad" compound roc a n�� ®•ere �� ®� !elm mallork9 a . Iio110an.101e1 Ft& 11.24. Isolation Joints permit horimntal and vatlal move -W a bouveri abutting races of a slab and God puts of a struoturs. (%-it.) material is commonly wed. Care should be taken to ensure that all the edges for the hill depth of the slab are isolated from adjoining construction; otherwise cracking can occur Columns on separate footings are isolated from the floor slab aitlter with a circular or square shaped isolation joint. The square shape should be rotated to align its cor- ners with control arA construction joints. Coroaction Joints Contraction joints (Fig. 11-27) provide for movement in the plane of a slab or wall and induce controlled cracking caused by drying and thrrmal shrinkage at preselected locations, Contraction Joints (also sometimes called coax tteffars •' r/eDfdn. ' • ° ' IraddUCed crack Sawed a0lream joint 2A6 Fig. 11.27. Contraction Joints provide for harlsoMal movemem to the pians of a stab or woo and induce control led cmddng ooaa l by dying and thermal shrinkep. vtmft or Aerefie d `pra/ofined corp •. rb O rola. • c . 77 o. a ..�o • , 0 . ••O p 'e AL PMafr101ar!0 irragel oonEreetion join+ 2A6 Fig. 11.27. Contraction Joints provide for harlsoMal movemem to the pians of a stab or woo and induce control led cmddng ooaa l by dying and thermal shrinkep. MAY -06-2006 03:55 AM P.04 Maw 03 06 11:37$—. -- Design, and Contra! o`t:orrerefa Mlztufm • E11001 rial should be hnat4led fulldepth in dw saw cut, without f� of concretedt c etete per ituM above 50� hehe aibr .: y ppcnBeam a backer rod, and flush with the floor surface• Isolation pinto are intended to aa=unodate move- removed 21 hours aftr conrreblgg• and floor stlab meat; thins a flexible, elastomeric sealant should be used to for= and supports (shoring) may be removed between.3 and 21 days, depending on the site of the member and dw keep foreign materials out of the joint. stm%th gain of the cOmeta. For moot conditions, it IS better to rely on the strength of the concrete as determined UNJOINTED FLOORS by in situ or field -cured specimen testing rather than arbi- 'be trartly selecting an age at which forms mayremoved. An unjointed floor, or one with a Ilmlewd number of joint$, Advice on mhoring is provided by ACI Committee 947. can be constructed waren joints are unacceptable. Three For hum removal, live designer should specify tine .. unjointed floor methods are sulggeseod minimum strrttgth rr q drements fur various members nw age -strength relationship should be dew nnined from rep - 1. A prestressed floor can be built through the use of resantative samples of concrete used in the structure and post -tensioning. Nth this method, steel strands In field -cured under job conditions. It. should be remembered, d ucts are tensioned after the cox -rete herdeaw to prrr however, that strengths are affeched by the materials use4 dnue compressive strata in the concrete. This coati- temperature, and other aonditiorm The tante required for ;. pressive ethos will countmad the devekhphre+.nt of foam Svc, therefore, will vary bum job to job. tensile stresses in the concrete and provide a crack- A pinch bar or other metal tool should not be placed free floor, Large areas, 10W mr (10,000 W) and moral, agar theconcrete to wedge forma loose. If it is neeessahy can be eonabucted in this manner without Inter- to wedge between the concrete and the form, only mediate joints. wooden wedges should be used. W. pping should be 2. Large areas—a Eft4os day of slab placement, usually started some distance away from and move toward a pro- 800 to 1000 mr (8000 to 10,00 ftt)-•-can be cast with- )melon. This relleves pressure aganst projecting comers out contraction joints when the amount of distributed and reduces the chance of edges breaking off. steel In the flwr is about crhe-half of one percent of the Recessed forme require special attention. Wooden ; hates -sectional area of the A& Special effort should wedges should be gradually driven behind the form ard be made to reduce subgrade trktion in floors without the form should be tapped lightly to break it away from contraction joints. Parny (2001) discurim use of dis. the concrete. Forme should not be pulled oO rapidly after tributed steel in .ftoace wedging has beim started at one end; this is almost certain 3. Concrete made with expansive oeament can be used to to break the edges of the corwrete. offset The amount of drying shrinkage to be amid- ---_ " --- � gated after curing. Conhaetlon joints err. .not needed whe:h conRtruction joints are used at Intervals of 10 to ` PATCHING, CLEANING, AND FINISHING 35 meters (40 to 120 ft). ije areas, up to 2000 mr (10,000 ft), have been cast in this manner without - -'�--� rase removed, all bulges, fins, and. small pro- joints, Steel teinfowement is needed in order to pro- jections can be removed by chipping or tooling. Undesired duce compressive stresses during and after the expan. bolls„ nods, ties, or other embedded metal can be removed cion period—this is a form of prestressing. or cut back to a depth of 13 mm (% in.) from the concrete surface. When required, the surface can be rubbed or i ground to provide a uniform appeomnce. Any cavifits i REMOVING FORMS such as tiered holes should be filled unless they are. intended for decorative purposes. Honeycombed areas I Ir is advantageous to leave forme in place as long as pos. must be eepalred and stains removed to prerment, a concrete sible to continue the cluing period. However, these are surface that Is uniform In color. All of these. rrperattams can it times when it is ne msary to reawve forcrks as soon as poo- be minimized by exercising care in constructing the form - Bible. For example, where a rubbed finish is specified, work and placing the concrete. In general, repairs are forms must be removed early bo pemk the first nrbbing easter to make and more successful it they are made as before the concrete becomes too hard. Furtheemom it is soon as practical, preferably as snon as the forms are often necessary to remove form quickly to permit their removed. However, the ptooedurea disr_us9ed below immediate reuse. apply to both new and Bald hardened concrete. In any case, shoring should not be. removed until the smcceie is strong enough to satisfactorily carry the Hole, D9%CW all OVlfltiy8 sires." from both the dead load of the structure and any imposed construction loads. Tine concrete should be hard Patches usually appear darker than tet surmund.ing con- encugh so that the surfaced will not be injured In any way crete, the.rdfore, some white mmen.t should be treed in when reasonable tate is used in removing Comm. In gen- mortar or concrete for patching when:• appearance is 210 hey_ 03_06 yi 1 r Sea P, 6 important. Samples should be applied and cured in an Inconspicuutty location, perhaps a basement wall, several days in advance of patching operations to delamin>e tic most suitable proportions of white and gray cements. Steel . i twvveling should be avoided sines thio darkens the patch Dolt holes, derod holes, caul other cavidus that are small in area but relatively deep should be titled with a dry -pack mortar. The mortar should be mixed as stiff as is prac&A. use 1 part cwtent, 2% parts sand passing a 1.25 , mm (No. 16) sieve, and jest enough water to form a ball when the mortar is squwttsed gently in the hand. The cavity should be Clean With no oil or lom material and kept damp with water fir trrveral hours. A rwat+cemant paste should be snubbed onto the void surfaces„ but not allowed to dry before the mortar is placed. The mortar should be •.amped into place m layers about 13 tiros (hi im.) thick. Vigorous tamping and adequate owing will enstwe good bond and minimum shrinkage of the patch Concrete used to fill larp patdm and thinbonnded overlays should have a low watercernerd ratio, often with a cenhont oontant equal to or greater titian the concrete b be repaired. Cement contents range Limn 360 to 500 kg per cubic meter (600 to 850 lb per cubic yard) and the water - cement ratio Is usually 0.45 or less. The aggregate alae should be no more then 9 the patch or overlay thickness. A9.5 -tam (Win.) rmninal maximum size coarse aggregate is commonly used. The rand priportion can be hW= than usual, often equal to the amotart of coarse all; 8 te, depending an the dedMd_properties and app..�!iDt!:._._..., parr the patching eonarete Li applied, die aur- ; rounding concrete should be clean and sound (Fig. 11-32). Abrasive methods of cleating (sandbh3dn& hydrojetting, waterblasting, scarification, or.ahotblaotbW ane tteually required. For overlays, a eemuant-sand grout, a cemit ut- sand-latex grout, or an epoxy bonding agent should be appited to the prepared surface with a brush or broom (see £0'd Chapter 11 • Placing and FiniolrinS Concrete the earlier section "Banding New to Previously hardened Concrete"). 'Typical grout mix proportions art: I part cement and 1 part fine sand and latex of epoxy admlx- hm. The grout should be applied immediately before the new concrete is placed. The grout should not be allowed to dry before the freshly n uxed concrete is pieced; other- wise bond may be impaired. The concrete may be dry or damp when the grout is applied but not uvt with free- standing water. The minimum thkknm fvr most patcht:s and overlays is 20 icon (% in.). Some structures, like bridge decks, should have a minimum repair thickness of 40 nun 0% im). A supoplastidxer is one of many admixtures often added to overlay or repair concrete to reduce the water-mment ratio and to improve workability and ease of corrsolidatiartIlSoamatka 19�_ _� —.— iG;n combed and otter deiactive cartcnets should be cut out to expose sound material. It defective concrete is left adjacent to a pabdr, nnoiahue may get into the voids,; in time, weadming action will cause dw patch to spall. The edges of the de active area should be cut or clipped ttwigtht and at rot angles to the 6udace, or slightly undercut to provide a key at the edge of the pat& No featheredges should be permitted (Fig. 11-33). Based on the size of the patch„ either awrtar or a emurete patching mmhue should be used. Shallow patrlies can be filled with a dry -pack mortar as described earlier. This shfluld be placed in layers not mice than 13 aur (% in.) thick, with each layer given a scratch finish to iahprovibond with the subsequent layer. 'lite final layer can be finished to match the surrounding concrete by Qaatin& rubbing, or tooling, or on formed sur- faces by pir"reg a senior of farm material against the patch while still photic. Deep patches can be filled with concrete held in place, by forats. Such patches should be reinforced and doweled to the hardened concrete (Concrete Mersin 1981). Large, sa•�• •��•ej �•'el• 1 W Inmreeer tratoasd paten. The Mothered wipes can breast oom under trOc or weetfrer away. Pip. 11.32. Concrete prepared for patch Inatellation. (etIP14) 211 (e) Coeedy Ineltaeo path. The dibped weir aVwM beret tsar ao mm (% In.) deep With tis cops a OW anpbe or undemirt to the sun=. Fig. 1143. Fatah Installation, Wei VS: £0 900L-90—Auw r 13813 Nimshew Road (APN 066-360-006) Discussed with Larry Biegler 5/5/06. Larry said the original slab was not removed and there has never been any cracking or settlement of the slab. Larry provided letters from L&L Surveying dated 9/21/05 and 4/11/06 indicating that there has been no movement of the floor. He said the kitchen and bathroom tile was removed, wire mesh was installed and the floor was floated with 6000 psi concrete. Maximum thickness was 1.5". Next he intends to cap some areas of the floor with a self -leveling acrylic. Larry stated that the floor was refloated because the contractor, Chris Tyler (C&S Builders) did not place the concrete flat. There were numerous uneven areas that the potential buyers complained about. Larry stated that the purpose was also to fix an area where the buyers drilled a core sample through the tile floor in the bathroom. Larry stated the he described the intended work at the building division office on April 16 and was told that a building permit would not be required. , Jn EZ5 VE— -4 --- LOA ,M N6 /391 �i4 I c�(N G 1'JUE Th C�NS`1`Rdkll on% oN FiL ' r --Gz Le) VeyEIL- - D� �e -3(o0-po(/o i MAY -06-2006 03:54 AM S Dt L SURVEYING 1007 Bills Rd. - P. 0, Box 671 - Paradise. CA 95967.0671 Telephone: (530) 877.6300 • PAX: (330) 877.2251 September 21, 2005 Larry Hiegler P.O. ®ox 2041 Paradiae, CA 95967 RE: AP 0 066-360-006 On May 12, 2005 L & L Surveying was hired by MER Consulting Engineer to shoot 6 positions on the finish floor of the new house relative to an assumed bench mark. On September 21, 2005 L & L Surveying shot the same positions and found no vertical difference in the finish floor. Hollis Lundy L.S. 6373 C Lily WwkUAO D@sM jWauw"3-0J0 DIVW NIMdkw.mo P.02 13813 Nimshew Road (APN 066-360-006) Discussed with Larry Biegler 5/5/06. Larry said the original slab was not removed and there has never been any cracking or settlement of the slab. Larry provided letters from L&L Surveying dated 9/21/05 and 4/11/06 indicating that there has been no movement of the floor. He said the kitchen and bathroom tile was removed, wire mesh was installed and the floor was floated with 6000 psi concrete. Maximum thickness was 1.5". Next he intends to cap some areas of the floor with a self -leveling acrylic. Larry stated that the floor was refloated because the contractor, Chris Tyler (C&S Builders) did not place the concrete flat. There were numerous uneven areas that the potential buyers complained about. Larry stated that the purpose was also to fix an area where the buyers drilled a core sample through the tile floor in the bathroom. Larry stated the he described the intended work at the building division office on April 16 and was told that a building permit would not be required. A7WILLDAN Serving Public Agencies December 8, 2004 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530)538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project.No: 14353-1217 Jurisdiction Job No: 04-2953 Assessor's Parcel No: 066-360-006 Applicant: Biegler/Schwartz Description: New Single Family Dwelling Dear Mr. Rutherford: 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 2rid page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies sheet Al dated 06/26/04 (revised 07/22/04), A2 through A4 and D1 dated 06/29/04, and sheet D2 dated 05/24/04 by David G. Anderson, Architect * Energy Calculations: Two (2) copies dated 08/11/04 by Serena E. Brown, David Anderson Architects * Truss Calculations: Two (2) copies dated 07/15/04 by Longfellow Lumber, Inc. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. 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. W I LLDAN Serving Public Agencies Y APPLICABLE CODES Unless noted otherwise, all 'comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as,"CELS" CODE ANALYSIS Type of Type of Sprinklers Stories 1" Floor 2" Floor Total Sq Ft ,.Occu anc Construction S Ft S Ft y Y � , -- _ - 4 -- - - R-3 V -N 1 No 1 1530 NA 1530 U-1 V -N ! No 1 480 NA 480 Covered V -N No 1 20 NA 20 Porch(s) CONDITIONS OF APPROVAL i 1. Approval is contingent upon the review, requirements and approval of other 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. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. I SPECIAL INSPECTION NEEDS 1 Our plan review reveals no special inspection needs pursuant to CBC 1701; Sincerely, 1 )saac Kuster ' Plans Examiner Cc: Alice Mefford, E-mail: amefford@buttecounty.net Biegler/Schwartz: FAX (530) 589-5845 i Pac,e 2 of"21 4?1 Gordon Wright, P.E. Plan Check Engineer County of Butte Permit Number 04-2953 Willdan Project Number 14353-1217 V.:� SITE PLAN REVIEW APPLICATION Date: Ll lt911,04 �# // I o Permit Number (if applicable) d rs-3 APPLICANT INFORMATION Parcel Size: GLr A_L Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Residential �D. 6,X g4� g_ Com- 95 27 j New Single Family Residential rl 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 ❑ Commercial Remodel". ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval In Site Pl n Stamped Approved By ► Date Lao!l Page 1 of 5 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY . r Parcel Is In: ® Snow Load Area: - .41-000 ' {n . 2zo f* ' ❑ 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.: 96170 ?L'FJ 3 %SG Index Date: (2 ❑ Sacramento River Reclamation District (Approval must be obtained from theCalifornia 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 El Minor Variance ❑ Administrative Permit ❑ Variance ---------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /+0 2 t.2- (O—Ai2 f2a&f (; 0 L Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision Map Side l U r 30 Side. Street Rear ­. ,­ l� t 901 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: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of .the building permit. Parcel Created By IS Deeds: Date of Creation: Legal Access Provided: ❑ No 04 Yes Deed of Reference: / Q "'d Legal Access Required El No Yes Parcel Frontage on Publicly tained Road: ❑ No El Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: IN 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: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: . f 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 of1988, 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'lcand be submitted to and approved by the Department of Public Works. i In lieu of a pressurized water system or water;storage itank,� 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 ❑ s EJ Page 4 of 5 �f i 0 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. C:1Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 I 530 538 7975 .6,,3-04; 9:52AM;BUTTECOCLERKRECORDER ;530 538 7975 j Graut Em) Jill j ger, k D. zzu{{y and W14444d N. DM{{y C9rcaal to _ ii { . E gobm t P. C&i4ton FC Uv t i O i. I thr It;tl pruln•rl�•.•igrth•d in ISI+' � _ �pv 3 � 2004 �'. i �,f t•uunly t y; t - q fiN rte , tititlt�Ali�l�7•ril'ii•tl :t• (, �t6,N .; . I lsnl:v) C. rc�tt xl t of tAl South hat{ o{ Stolon 227, 901*")I e 1 111ii IZct,aye J CSC, pa4t cwta 4j do scti.Ged as {oLCla i ICorb7&.a,Iciny at tAa SoutA g,raLt cotnae o{ 4nid Sectio 27; tAe wA atony tha So,rtA lins o{ ee•id ,Swtic,,, +So,(tA 89°221 Cant, 268,29 {¢rt to thre Cri. ".1:,M o{ tifa l t j Ni.>~4Atev <d. m4-AUo f tt l I 1 ` K ' } goad;' thanca atony cent < eGin W. NotitJt 2 )1 1 o Gl.,a t, 7+l 1.00 y {cat; V--- ly"tA 890221 Uke t, 367.18 {a c•t; tlwn" South 1602,11 (4wt, 3f.11 {e4•t to the. reser ( . I;poi,rt o{ Geyi usi,fy {ot lira paactt A"4" daacti.Gtd; tA4Ac4 {.tom t4w4 r" o{ Gciti,v,tii,ly, :o.s•Ci,wi,sy SoutA 1602,11 kkat, 167.20'{e4.t; thu.sce North 88°f11 i(icat, y1J.18 {cet; t►c.¢ No�ttit, i' 161. 70 {eet; tAenc - South 88°f)1 Z"t, 480.61 {ett to V14 poi.ct o{ Gaf,:# ,ay and eoostadn4ny t. , (.' 11.69 aceta nota at truer•. t I :9oI9&dw'.t. wUA a n0l&-44C 4iVd 4abrme { to G6 Maed ut CCap VitA otAeaoa jot toad pu•tpo".& and . proGGic NtLti.ty puaposae o✓a.t. a 4Ae o{ to ud d&%44iLed as ea+ut l.tciny at tha South quae•t" IIcot.sat o{ 4-U ,Sretion 27; LAenct 2to.ty the South Gina. o{ aa.id Ser.Gion, South 89°221 Ca4t, 1268.29 {eat to tAe a4.tts of i,ca o tAe. Ni. 4h_ �d , { R ' y+ Road; tlutct: a to.sy acid oantetLi,ro., No tth I . t 2°)11J0lt ala t, 716.00 jr-&t to tht terra p" o{ G+lyi,wai,ly o{ °,aid taaaw..st; lJtaust {too 4aid wre poi.tt a{ Gty<,vaing, Noe fh 2°J1110't Ukt&t, 2f.00 {tot; tAe vst North 890121 W"t, 167.18 {tat I `t)w,1cA Satth 16°241 Weal, f6 ti {ttt; tAr.,tct South 890f11 C44•t, 16.00 {peat to the eantartGlnw Pacitia q" acrd CC._cGtio Coaytany 11PPu Cantu.uiLLt t7a.tch; tha.usa atony aa.id cantrtLina ( ' I'Noetlt !f r1X10 oat 1 t.: a8 1 It (' , f)7.66 {oat; thence South 89022 Cant, 1kf.65 {tent to tha point o{ i Ir:tlt•tt:...... ....Nput 2f 1962 ............. I_. ------ __........._.....,. _.__...._....._.._ ._._.._ _......._......._.._�__._ • S'rn'rr:rlr•r:u.trr11" N t.� .I t: :.. r;► �x► ;r C. ;2f, 1�b2 �--._......_....,.__..._...._._._._......____.— _ r � rI 1.,1...•,t„. Mae•Il k. �ttiaco t �,.t,tr>' ItIiC0RDINl; UA'I'A 5' I 1'uL4r in nod Im. •aid .. �tIN+�1't4a t ” � �.�f 1 SlAr, prr.. na11y ,y p an 1 /taG/G {/ 3)r.{{,; arld I . C<ldni 44od ........ ' . RECORDED AT THE REQUEST OF I �~ I 7 ku;,:•a M nk"I � Ri�{h: piiipt.d..�Lu.r n:unr-+1 dlCwl..rrdavl to 16r. 0a.(W c -T��p 1 wilhiil7n�t(1tuur�r4:tlul dl•I,tu.lr l,�ll;nt troll. .. "-L9r-1JlapFa..GW- &atX I _ I it :r.�rrLihlfll'�,"11th.' min. p.pl o'tloel I � I � ��' ,',;� �J.'. >. •C.; � _.(.�M. Vol.--r!�/. � p.q._CS..'a_.Z �J �� .7� : OFFICIAL RECORDS OF I II ftir�i.1,../_.��•iG:i. './.+. C_�i_.�.fG.-C. t%I BUTTE COUNTY, CALIFOW 34f '� l �Lt i dCo Notary 1'ui.Ge E EST ti :i y ,• My 1'tnnmi�•imt I':Kpit'n: Serteavee 8, 1963By y`77 i '•: I .... �r •tArt..Rr¢a•LCy'.:CO• ..._•__�.._,..Tr___..'-, 1'" S'�ao.--• Ireror :a I' .7•:'::'��`�: Ifrtnrn In; � y . , c 2797 1'w 99C.Noith 1.l.ln•.. • a•LI,{otnca __ t I •I .. ClYl00, I H ' iii i>;!j r'•..:_ .. •,�,.,..._..��..._...(�tLnrunNl.t1',tcmnJ'I. -__. _.....,_� .._.._.....,..,i 9 .�,�,,��c•'a.•••` nt.lt J�tluu,t�rrt (:nalrn�� I C Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 18, 2004 Schwartz/Biegler P.O. Box 2041 Paradise, CA 95927 RE: Building Permit 04-2953, and 04-2954 APN: 066-360-006, 066-360-007 The Butte County Department of Development Services, Planning Department has reviewed the submitted permit for a new single family on Nimshew Road, and we require the following information to continue the review process.. Planning Department Approval Requirements 1. Creation Deed for APN: 062-720-003 A Creation Deed is needed to describe how and when the parcel came into existence, and we are looking for a deed prior to March 3, 1973. You may have a copy of this Deed from the purchase of the property, if not; one can be obtained from the Butte County Recorders office (or through one of the local Title Companies for a fee). Should you have any questions please feel free to me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, Lana Adler Assistant Planner Cc: Oroville Environmental Health NOTES RESIDENTIAL PERMIT NO.. . � 065-360-006 04-?953 ' SCHWARTZ/B.IEG LER �3Fi13 NIMSHEW RD, MAGALIA Cont: OWNER NEW SINGLE FAMILY t _C> SPECIAL CONDITIONS CHECKED BY y SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS ,. SUB-STANDARD HOUSING LETTER s• ?� OFFIC COPY tVi !, t ✓vim •� Address J i 1 GAS Meter By lz Date ELECTRIC Meter By Date ,t 'JOB FINALED (Date) 1 — o�� 05 r� Signature J=OK 0 = Not - =Not AAppplicable + = Not Ready R IDENTIAL Date UNDE POR (Plans) OK except #'s Date o ' g -Setbacks -Easements -Flood -Slope co Mesh -Drip Screed -Fd. Vents-Underflr. Access g..Main; Soils-Elec. Grnd.-/ " Ftg. Depth ing Area -Glass P.otection-Skylights-Plastic g., Garage; Soils-Steel-Elec. Grnd.-/" Ftg. Depth Shear IIs; g -Bolts 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5pee Int for/Exterior Wall Panels 5. Stemygljp, Main; Steel-Blockouts-Wrapped Date S Y611s, Garage; Steel- Blockouts-Wra ed Card B-1 Pate Card B-1 Downs and Special Anchors Slab teel-Wrapped KE 8. rs-Fireplace Ftg.-Steel 6 9. D.W.V.: Fall-Fittina-Test-2 Wav 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/ • Q Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date PLUMBING (Ve6o OK except #'s 17. ater tr.; Vent -Access -Combustion Air Baffle titer Pipe; Test & Anchor -Nail Protection l 9J D.W.V.: Test Fittinas & Anchor -Nail Protection 2Q%3fio ..er Pan; Test, First Floor -Tub Access 2 est Tub & Shower, Second Floor -Tub Access 2 as 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 & Transformer & Switches at Doors & No. of Conductors 2e,-iTo Installed Close to Edge of Studs & C.J. . Ground made up w/Mech Fasteners -Bond Gas & Water Ap O nce Circuits in Kitchen & Conductor Size GFI 3P. feed 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 Ins ted Neutral O Yes O No ce-Riser Conductors & Ground Main Disconnect 3 E . Clearances Panels Motors-MotorsEquip. 3 Clothe et Light -Shower Light -Spa Light 3 oke Detector (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s co Mesh -Drip Screed -Fd. Vents-Underflr. Access 3 .s Insulation & Support ing Area -Glass P.otection-Skylights-Plastic 7en n, Exhaust above insulation Shear IIs; g -Bolts ondensate Drain & Overflow, Size & Grade 5pee Int for/Exterior Wall Panels 3 Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet F40 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 4 ills roper Materials & Anchors 4 . tuds-Nailing Spacing & Braces -Plates -Sound 4 in tills over Girders & Floor Nailing D St p in Walls (rat proof) 4 Fire ops, Furred Ceilings -Stairs -Chasers -Tubs 46 eaders & Beams -Size & Bearing I Date FRAMIN ntinued) an er ost Caps -Anchors -Connectors t-Rftr. Ties- Purl in=Roll Brac.-Truss-Shting.-Rtng. 4q,oFifQ•ies or Type A Flue -Fireplace Throat Clearance ttic Access; Size& Romex Protection -Draft Stop -Ins. Baffles 1 m. Windows or Exiting Doors -Sill Ht. & Dimensions 5' ^9^,Fire Protection Framing -RC Channel 5<3_ Pyr E!nEy 7ne Firewall &.Openings 54_.Ext -Boors-One 3' -Check Garage 3rd Story, 2 Exits 55 XA%rs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 wood on Roof Overhang -Attic Vents -Rafter Outriggers 79. i ing-Nailing Veneer 58' co Mesh -Drip Screed -Fd. Vents-Underflr. Access 9. ing Area -Glass P.otection-Skylights-Plastic 60. Shear IIs; g -Bolts 1. 5pee Int for/Exterior Wall Panels 63. to '\_ nsulation-Walls-Ceilings Infiltration -Walls -Windows Card B-1 Date Card B-1 Date Card B-1 Pate Card B-1 Date FINA tins) OK exc #'s KE . teps-Door & Sidelight Protection -Landings 6 moke Detector 6 u -mace V -'clearance -Comb, Air -Connector - In Garage; Above or.-Ducts-Mech. Protection 6 Broom ExWtf ration Throughout House F.I. & B -Fixtures & Tub Access S T. Trim & Subp , Breaker Size abels'. 93. airs &-Rath 4. 1. eplace or Stove, Cle ce-Hea" 2. utlets at Wood P Int. & Ext. 7 Fixt. & Appliance ound- 'r -Gap -Cook' learance 74 FJetr0utlets & e es at Kit. Counter ' - Wtr. Htr.; Vents-Clearanc orfitSAir onnector-P.R.V. in Garage; Above Floor-Mech. Protection 74._P16.; Elec. & Mech. Equip. Listed forjecation 79. E!peReceptacles in Garage ( -Romex Protection 8 nsulation-Foam-Looked in Attic 8 c ion - n. & Crawl HolgjDd6r Drainage & Wood -Earth _ Clgxmce Looked and loor O Yes ollowing Instld./Drive es O No/Walks O Yes o/Planters ❑ Yes '-PK' own 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above bg-Appliance-Fire Clearance to Openings 87-. titer Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, eceptacle-Underground 8 ration Throughout House 90CG4ass protection 9 re 'ons from Previous Inspections 93. as Test -Meters Tagged, Gas -EI -tric Wate 'Sewer Connecte O)5 Grade -HD Approval nergy Compliance Certificate -Other Certificates ddress Posted Date 44 -15 -Card B-1 Date Card B-1 Date: ] a 0 � (y,-Y,ard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK Not : 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/0 -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 7. Well Clearance & Disconnect 8. Utility Clearance Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. 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. Verifv #'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- Land i ngs 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 x .". APA Certificate of Conformance Certificate 054089 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA kWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered 'W66d-Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in. -plant QA program with adequate sampling to verify -conformance to industry standards for lumber grade and glueline bond quality. -3��3 L//9 by — 42st _� W& ' Thomas G. Williamson Executive Vice President Ss -,",ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 ' Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541. FAM (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally 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 : License Number: Date: • Contractor. 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 permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the properly, 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 owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 6/1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate 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 pursuant to the Contractors' State License Law.). ❑ 'I3WOwner: er Article f the BuIess Professions Code Date: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier. Policy #: /I- 1 cy1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwil1h.comply with those provisions. Date: t Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 CIv.) Address: PERMIT NO. BP04295,3 Issued Date: 01/14/2005 APN: 066-360-006-000 Site Address: 13813 NIMSHEW RD MAG Map Index: Description: NSF (1530) ATT GAR (480) COV (20) Owner: BIEGLER, LARRY & ALYSIA, SCHWARTZ, WALLACE, AND SCHWARTZ-KRAMER, KATHERINE PO BOX 2041 PARADISE, CA 95967-2041 530-872-4462 530-872-4462 Applicant: SCHWARTZ, CAREY P O BOX 2041 PARADISE, CA 95967 Contractor: - - License #: Architect: ANDERSON, DAVID Engineer: Total Square Ft: 2030 S.F. Valuation: $111,290.00 Census Code: Thio permit Is her by issuggd under the aoplirnhle provisions of the Bims C,oun!y C arr for Resolution .lo )1 c nfilcated above for which fees have been paid. ^^, natFi- PERMIT EXPIRES ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of Californla 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 *1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substa of any official form or cument of Butte County. I hereby authorize representatives of Butte �County two enter -upon the above mentioned property for Inspection pur o s. Print Name: 7%J/ D 'Signature: C Date: V ❑ Owner 0 Contractor Agent for Owner ❑ Agent for Contractor �I 75�/ �a �uT BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES'pa g-6-5 0 0 BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS "� 0 24 HOUR INSPECTION#►: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 o OFFICE M (530) 538-7541 A FEE WIZL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLI CANT NAME OWNER Last Name W / Qmb ust Name Address Cox 4 City t State State C V Zip I S 2 i Phoneme 2� y (� 2 Fax Fax E-mail Lic. # APPLI CANT NAME CONTRACTOR Name- ameAddress Qmb Address Address City Fax 30 $72— Q 6 State Zip Phone pCM Fax E-mail Planner Lic. # Class APPLI CANT NAME AR HITECT/ENGINEER Name Qmb e � Address 6 & 2 S Fax 30 $72— Q 6 City Type Const. State pCM Page Lot # Planner 6 Phone 30 Fax E-mail State UcenseONumber APPLI CANT NAME Name Address b �UZ Sl` w City S� State Z Phone .L, 2 :> Fax 30 $72— Q 6 E -mai }�6A-��i'�c.T �• �� APPLICANT SIGNATURE X For office use only - Zoning Property Addr I ;g 13 yqs . -�. Flood Zone Cross Street C SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP04Z9531 • LOCATION AP# 6 34o —6o6 Property Addr I ;g 13 yqs . -�. City a Cross Street C WO KER' COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a cert frcate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address I Description or Scope of Work: AJ S F e 1530 -Ar rr cst,Q C 480 C -40V e :2o Sq. Footage O Structure Built without Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable Received by: 4<11 Amount ► 295.81 Bldg 4 ( l 1(U l �Q , / Z 04.98 SRA Receipt ik 41 ;t 707 Sheriff SMIP Date: 10.8.04 - Other 14go•7°� Total U' 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 BEACCEPTED. ALL PLANS MUST BE LEGIBLEAND /N /NIG ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ t•2o Cb-�"p'lete 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 signed stamped and calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl p ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. ❑ 7. Metal bidgs: (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 Cf required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Leiter of intent for non-residential buildings. 1-1 11. Detached Accessory Building Form filled out by the owner (if required). 1 12. Hazardous Material Form (for Commercial Buildings only). :1 13. Sanitation and site plan approval from the Environmental Health Department. 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 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). 1 2. Impact Fees. 3 3. California Department of Forestry plan approval (if required). 7 4. NPDES Form. 7 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 7 6. Contractor's license information. (Number, Name Style, Classification). 7 7. Worker's Compensation Carrier and Policy Number. 8. Owner -Builder Verification (if required). 3 9. Letter of Signature authorization (if required). 1 10. Recorded copy of Agricultural Acknowledgment Statement. 1 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). F you have questions or would like additional information regarding this process, contact a Permit 1pplication Assistant at (530)538.7541. EXPIRATION OF APPLICATION .pplications for which a permit has not been issued will expire one year after date of application. In order to renew action n an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS eTunds can oN/be made upon written request by the person who paid the fee. The request must be made within two :ars from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits sued; however, on, issued permits refunds can only be made if no construction work has been done. Filing fees, plan )eck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION FORMSSUILDING FORMS\BIdgApDlSubRomts.doc P=M.'Y .,$) - CY) L0 rn N I O Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR County Center Drive roville, CA 95965 30) 538.7601 Telephone 30) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: WILLDAN Scott Rutherford (530) 538-7160 cOU R srutherford(a buttecounty.net Plans Transmittal For Review Per Contract 10/11/2004 Applicant: Schwartz-Bie ler Permit 04-2953 Project Type: NSF/Att Gar/Cov APN: 066-360-006 100% 70% Plan Check Fees $ 1,028.65 $ 720.06 $ 1,028.65 $ 720.06 WILLDAN Fee $ 720.06 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 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: A 1Z D ASSESSOR PARCEL NUMBER- cov /ao> Proposed Building Use: ►-�= �t 5�1 A`r'r GA- Q 1A so) Counter Technician: v Date: Ip 8 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to lipply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ,0' 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. O 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 211 / rosion Control Plan Required........................................................................ ........ L9' (ggees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ W� r- 23. California Department of Forestry plan approval ;].paid. Sent by: !!!�tj_....... % �+ 24. Planning approval (A) Use:CL(B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... �i 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ,a ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... +� ❑ Worker's Compensation Carrier and Policy Number .......................................... 9/12. Owner-Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ Letter of Signature authorization ...................................... :............................. -IL 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 1137. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: ❑ 39. Other: When issued Telephone f8 -7s, . and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: G 1 P Z/` Date: 1. Index permit application for the�a ove ithms numbered: Plan Check Letter 2. Additional items required Contractor, designer w e was advised of the above data by E6 phone, ❑ mail, ❑ counter, b Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed y: Date: F Structural approved by. Date: Note transfer by: 4012n Date: /;;L1/tA4_ Yellow: Building Division � / E.i�. USE CAitY i r Rat 9Sen Attached Roos Ran Attached Sam to S.O. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance F-4 I V,- h/ Owner Location AP# Plan Approved f&r Sewage Disposaa, V41ter Sypplyn Public Private Well Clearance for-Woweil;ng. Other Hold final for: Final clearance O.K. for: NOTE: g-,3-0 q- 8/96 �0 �x '' :'ted • f'r. f y v � •� t" f.. cr . P '`�'" r gra+-•.r ,c --t'- 7� �/ 5 � �a�y�,ti �t� .a,Qyjat °. R .,' • 9 l t T ..,'t � .i •.A�>LS.,� J.:f:3319.1 ✓ ads- i ,,,,�+j.�s'�' � 1S .• � �n� t t . _ i t y 11 S.� � s. � AN� 4 f, o f �! , F� SSL ... _ ..... .... ._ +•ra .. -.... ... .. . .r_.,....,. .H. .�. A. Z t ~ �f� •t G i �-i Y i am School District A.P. Number Property Owner Property LocatiordA Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Jurisdiction: City County I// , ) C.— , . Lot No. Residential Development ........... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ........................................................................ *(No foundationinspection) ! ....................... . .... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Q Q Sq. Footage New 4a// Addition (Including Exterior Roofed Areas) Building Department Representative Date District Id6ritification, No. School District certifies that C-1 /'r _.__(Applicant►�._�_ r (Street Adhreii) (Phone Number) a" 0, (City) has complied with the requirements of Resolution No. Paid by Check # square feet. Remarks: (State) (Zip Code) by payment of $ 2926 $ FULL MITIGATION $ /'S "-Date lt Nofte: You may protest the Imposition of the fen Iden0fied above by submitting a wftm protest to the DW" td, In coinpilance ivft Govern. m Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written. pio*r 11'pro-hibit you from challenging the Imposition of the fen In any court action. K, subsequent to the Sdxxp4 District Representative signing this Butte County Schools Impact Fee Catriffication Form; the School Dftiict IsV' netltled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA� this project maybe subject to additional school fen to fully mIdgate.fts Impact on the school clistricrt schools. White (applicant), Yellow (building department), Pink (school district) feef&n.xls (1 )d-T'M .'S P o + a-9.53 ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER Qc#-tr L -D A.P. # bile 3Go . oo ro PROPROSED BUILDING USE DATE t a • 8•o 4– RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ...................... $ 12 8 5.8 --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ ✓ 2. SCHOOL DISTRICT FEES _43�r-axllo ? SE (paid at School District Office) (form available after Plan Check) ✓ ,., RIFF, 3. SHEFEES (paid at Building Division) Residential........... I X $360.00 =$ ��• Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE -$89:00 (paid at Building Division) 12 $ 1 O. 0.o4- 204-.- 98 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) - 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. •� 10. OTHER �M t p I I. 1.3 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 durin the plan checking process. APPLICANTC2�4. ✓ (c DATE l — OC./ 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. 2/2003) ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District / Phone (530) 538-7157 Ext. 2016 APPLICATION 'E, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads ii hwa s, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly rinted. -plicant'sName: /t % ! �( la. Company Name: 1 ( i G Idre;,sj , (.I,Z �C�r✓k d 1 C \' C t J one: �� /� �� �� ' % L/ �-� 4. Asse or' P cel Nu _ r. /' � Q �IjP -cation of Wo to be Done q1T mplicanvs Signature CONTRACTOR'S INFORMATION )ntractor's Name co T ddress 4 5 1 C o S A- - 3J 'hone: 2 3� S JsS, 1 ].Fax: ;ontractor's License Number. 13. Certificate of (Insurance: YeS/K No: El -ontractor's Signature: 14a. Date Signed: Authorized Agent: TYPE OF WORK TO BE DONE Please Check:17. Curb: F-1 Gutter: ElSidewalk: ❑ If Driveway List Type: Other Work - Describe: 19. Plans Attached: O Yes PERMIT GRANTED ompliance with the above request, and subject to all terms, conditions (including those on page.2 of this permit form) and special conditions written below, nission is hereby granted. Conditions / / c + , - C, ' i e ✓ — C_ Y\\ o � �c.1-� —cam o.�•r��P w ' ` � �. o J 3 0tJ Li der round Service Alert .S.A must be notified two working days prior to any excavation. 800-227-2600 ❑ All work shall conform to accompanying: Detail XPlans ❑ Special Conditions ❑ Date Issued l v 14t —Q 23. Expiration Date: I'D —141 , — Q S 24. Surety: Date Paid: /� 26� hunt Paid: �!J 27. Paid By: / 28. Receipt No.: ! ike Crump, Director of Public Works By: 29. Final Inspection Date: 30. Inspected By: ❑ Co ete omplet d — No OK County ❑ AdditioA Comments Attached 191tr 31. Comments: it: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page 1 of 2 r 5 Department r n II n t ' J. Michael Crump, Director of Public' Works f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 7CRE Project Description: ' Kms'G'Ge Project Location and/or Parcel Number: &tb —XO -00L By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need toapply for a Construction Storm Water Permit from the State of California Regional Water Quality Control 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: Liss than I Acm NPDES & SWPPP Compliance Certification ....--- AR ... o ', Pmvmm 0 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 INi aii Ila � {Iia I allay I � Ill all la �{ Recorded I PEC EEE 10.00 Official Records i COPIES 2. 50 County Or i BUTTE CMIDACE J� GRUBBS I Recorder I ROSEMARY DICASON 1 Assistant I Myles 0i:27PN 30 -Nov -20014 I Page 1 of 2 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: L Z-7 cv q/ Date ��—� PROPERTY OWNERS• r State of California ) County of P"5t,iw, ) On before me, t�((IS (ef tit personally appeared (' YrZxcm 0 CL r personally known to me (or proved to me on the basis of katisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized eapacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WI NESS my hand and offici I seal. Signrt���`����\�\ANGELA D. MASTELOTTO UA.P. # i%V UV�Cj cn ommission X1381124n v Notary Public -California Butte County ,; Poly Comm. Exp. OCT. 22, 2006 Order Number. 0403-1576691 Page Number: 4 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL is BEING A PORTION OF THE SOUTH HALF OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 27; THENCE ALONG THE SOUTH LINE OF SAID SECTION SOUTH 89 DEG. 22' EAST, 268.29 FEET TO THE CENTERLINE OF THE NIMSHEW RIDGE ROAD; THENCE ALONG SAID CENTERLINE NORTH 2 DEG. 33'30" WEST 741.00 FEET; THENCE NORTH 89 DEG. 22' WEST, 367.38 FEET; THENCE SOUTH 16 DEG. 24' WEST, 35.19 FEET TO THE TRUE POINT:OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING SOUTH 16 DEG. 24' WEST, 167.20 FEET, THENCE NORTH 88 DEG. 53' WEST, 433.38 FEET; THENCE NORTH 161.30 FEET; THENCE SOUTH 88 DEG. 53' EAST, 480.61 FEET TO THE POINT OF BEGINNING. PARCEL II: A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND DESCRIBED AS COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE SOUTH LINE OF SAID SECTION, SOUTH 89 DEG. 22' EAST, 268.29 FEET TO THE. CENTERLINE OF THE NIMSHEW RIDGE ROAD; THENCE ALONG SAID CENTERLINE, NORTH 2 DEG, 33' 30" WEST 716.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID . EASEMENT; THENCE FROM SAID TRUE POINT OF BEGINNING; NORTH 2. DEG. 33'30" WEST, 25.00 FEET; THENCE NORTH 89 DEG. 22' WEST, 367.38 FEET; THENCE SOUTH 16 DEG. 24" WEST, 565.48 FEET; THENCE SOUTH 89 DEG. 53' EAST, 36.00 FEET TO THE CENTERLINE OF THE PACIFIC GAS AND ELECTRIC COMPANY UPPER CENTERVILLE DITCH; THENCE ALONG SAID CENTERLINE NORTH 15 DEG. 48'40" EAST 537.66 FEET, THENCE SOUTH 89 DEG. 22' EAST 345.65 FEET TO THE POINT OF BEGINNING. APN: 066-360-006-0 Mid Valley Title & Escrow Company RECORDING IiEQU1cSTED BY IIID VALLEY TITLE & ESCROW CO. AND V41EN RECORDED MAIL TO: LARRY BIEGLER P.O. BOX 2041 PARADISE, CA 95967 1111 ttJ I� t llJt I i! It tllll t tltt! ItJ alalo4-101057jar=,0 Recorded I REG FEE 10.00 Official Records I TAX 51.70 County Of I BUTTE CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles 03,009M 16 -Sep -2004 I Page 1 of 2 Above This Line for Recorder's Use Only A.P.N.: 066-360-006 Order No.. 15 OW iAM Escrow No.: GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY i X ] computed on full value of property conveyed, or 1 computed on full value less value of liens or encumbrances remaining at time of sale, X J unincorporated area; i ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, KERRI PONI FAIRCHILD, an Unmarried Woman hereby GRANT(S) to LARRY BIEGLER and ALYSIA BIEGLER, Husband and Wife as Joint Tenants AS TO AN UNDPVIDED 1/2 INTEREST and WALLACE SCHWARTZ, an Unmarried Man and KATHERINE SCHWARTZ-KRAMER, an Unmarried Woman as Joint Tenants AS TO AN UNDIVIDED 1/2 INTEREST the following described property in the City of UNINCORPORATED AREA, County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION ANGELA D. MASTELOTTO �,.�: . Commission #158112413 y/ U NotaryPublic - Callfomia to c Butte County '� RI PONI FAIRCHILD My Comm. Exp. OCT. 22, 2006 Document Date: August 10, 2004 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signatures) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Sig re This area for official notarial seal. Mail Tax Statements to: SAME AS ABOVE or Address Noted Below :.r Order Number: 0403-1576691 Page Number: 4 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: BEING A PORTION OF THE SOUTH HALF OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 27; THENCE ALONG THE SOUTH LINE OF SAID SECTION SOUTH 89 DEG. 22' EAST, 268.29 FEET TO THE CENTERLINE OF THE NIMSHEW RIDGE ROAD; THENCE ALONG SAID CENTERLINE NORTH 2 DEG. 33' 30" WEST 741.00 FEET; THENCE NORTH 89 DEG. 22' WEST, 367.38 FEET; THENCE SOUTH 16 DEG. 24' WEST, 35.19 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING SOUTH 16 DEG. 24' WEST, 167.20 FEET; THENCE NORTH 88 DEG. 53' WEST, 433.38 FEET; THENCE NORTH 161.30 FEET; THENCE SOUTH 88 DEG. 53' EAST, 480.61 FEET TO THE POINT OF BEGINNING. PARCEL II: A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND DESCRIBED AS COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE SOUTH LINE OF SAID SECTION, SOUTH 89 DEG. 22' EAST, 268.29 FEET TO THE CENTERLINE OF THE NIMSHEW RIDGE ROAD; THENCE ALONG SAID CENTERLINE, NORTH 2 DEG, 33'30." WEST 716.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 2. DEG. 33' 30" WEST, 25.00 FEET; THENCE NORTH 89 DEG. 22' WEST, 367.38 FEET; THENCE SOUTH 16 DEG. 24' WEST, 565.48 FEET; THENCE SOUTH 89 DEG. 53' EAST, 36.00 FEET TO THE CENTERLINE OF THE PACIFIC GAS AND ELECTRIC COMPANY UPPER CENTERVILLE DITCH; THENCE ALONG SAID CENTERLINE NORTH 15 DEG. 48'40" EAST 537.66 FEET; THENCE SOUTH 89 DEG. 22' EAST 345.65 FEET TO THE POINT OF BEGINNING. APN: 066-360-006-0 Mid Valley Title & Escrow Company