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030-420-003
f N'R v fl �G, a `• � Vis.., A• . i 7.. w. 3.. ter. _. .. - .� ., .. _ -,•-r.:..- -. -.. .- .... ...._...-.. - .�-., -. -. x .. o - .. Y All ^ ..�,. •. k'} sy;. ,"A� :S-�' .';s fey.' $.>:• :.t4.",y. b.:) 'iZ`.P r�.:�. •�Fs�'^: "�r',+`a .: ,�Y �. �r°"x`�T±"% . .:�Y V- �: V.,I .. Y��:�4d': .�.�•; :. ;�• •.... ';Y,{+a'o�Rj Qe: :-;✓lcif..:. T TF BUTTE. COUNTY �. f. DEPARTMENT OF DEVELOPMENT SERVICES " B } � °LDING PERMIT • 24 HOUR INSPECTION (IVR): (530) 538=4365 OFFICE: (530),538-7541 FAX#: (530) 538--2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty:net\dds .PROJECT INFORMATION �: � � ___ 4� p •'.,..D�S�a.ttiS.:,_ �" S'`t'z" _ _ _��Ls�.tz..=... - - ..�'. v. - _ �"Y.Z � _b a},e.d it � 8,� 'brf _ L�.�— _ __ Site Address: 1661 TEHAMA AVE owner: k ' PermltNo:'. B08 0975 APN: 030-420=003 WORKMAN, TRACEY Date`: 6%26/2008 By _GLB". , Permit type: MISCELLANEOUS 1661 TEHAMA� AVE ' . '_':Issued Subtype: `Private Garage/Shop OROVILLE, CA 95965 Ezptrattori Date 6/26/2009- Description,. GARAGE/SHOP 40 X 30 ,:1200. , (530) 534-7985,Occupancy: U-3 . Zoning: A -R _ Contractor Applicant: ~ Square`Footage: , FACTORY. DIRECT= METAL INC", -'WORKMAN, TRACEY Building Garage RemdUAddn P.O. BOX 1898. 1661 TEHAMA•AVE 1.200 REDDING, CA 96001 OROVII LE, CA'95965 Other ° '` Porcti/Patio'' 'Total (530)244-7510' (530)534-7985 , t,200 FEE INFORMATION DBF Garage -Wood Frame Plan Che ` ' $313.15 DBMSC Garage/Shop/Strge Wood $469.72 DBSMIP Residential $2.88 ` Total Charged`.' -'$785.75' Fees Paid: - $785.75 Balance Due:' $0.00 Receipt No: B7823 ' tea L-ICENSED CONTRACTOR?S DECLARATION -i,;� �_ �;�� , ` a__ 0,1111NEq� 43UILDER,DECLARA�TION_ COntfaCtOf (Name) State Contractors Li6ense,No. / Class /Expires. I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License' FACTORY DIRECT METAL INC 862138 / .D-24. / 8/31/2009 Law for the following reason (Sec. 7031.5); Business and Professions Code: Any city or county that , requires a'pernit 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'islicensed ..., 'pursuant to,the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)' I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed' under provisions,dChapter 9 (commenting ,.kh Section 7000) of Division 3 of the Business and Profe; signs Code, and my license is in full force and effect. of Division 3 of the Business and Professions' Code] or that he or she isexempt therefrom and the basis for the alleged exemption. Any violation of Section:7031.5 by any applicant for a permit subjects' X 6/26/2008'..the applicant to a civil penalty of not more than five hundred dollars [$500] "Please check one of the following: ;!y • ' Contractor's Signature Date I, AS OWNER OF THE PROPERTY OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND.THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044 Business and Professions Code: The Contractors License Law does not: apply to an owner of the,property, who builds or improves thereon, and who does }. WORKERS' COMPENSATION DECLARATION : I HEREBY AFFIRM ENDER PENALTY OF PERJURY one of•thefollowing decla6ions ❑I HAVE AND WILL MAINTAIN'A CERTIFICATE OF CONSENT TO SELF INSURE FOR .. the work himself•or herself or through his or her own employees, provided that such improvements ' ' are notintended or offered for sale. If,.however„the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code; for the year of completion, the owner -builder will have the 'burden of proof that he or she did not build or performance of the work for which this: permit is issued. ,improve'for the purpose of sale.) IAM ❑I HAVE AND WILL -MAINTAIN WORKER'S COMPENSATION INSURANCE; as regwredby Section 3700 of Code; for the for I, AS OWNER OF THE;PR6PERTY EXCLUSIVELY CONTRACTING WITH, LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:, the"Labor the performance, of work which.this pernitis'issued., The Contractors License taw doves not apply to an owner of the property who builds or improves My Workers' Compansation insurance, carrier and policy number are thereon, -and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier :State Fund Policy Number. 436-0000995. '�..Date:1/1/2009 'Contractor's License Law.). (This section need not a completed if the permit is tor, one hundred dollars ($100) or esl s.) TAM EXEMPT under Section B: & P C for this reason: ' (I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SUED, 1 shall not employ any person in any manner so as to become subject to the Workers' . Compensation taws of Califomia;,and agree that if,1 hould become subject to the workers',, compensation proyisions of Section 3700 of the La Code, I shall forthwith comply with those rovisions. ers Signature Date X/2 /2008 • _ -.•_ __ _; �',� ,_: ,. a. _._- .:mss � .-r_ ;_.__ _ _- _: I hereby certify that I have read this application and state that the above information is cored. I agree to comply with all City and County ordinances,, rules, regulations, and State laws relating to building n' wre'' Dat@ . - ” construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless WARNING: FAILURE TO,SECURE W ERS' COMPENSATION COVERAGE IS UNLAWFUL Butte County, its officers, agents and employees from any and all claims and liabililyfor personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND, DOLLARS ($100;000), IN ADDITIONTO THE COST OF COMPENSATION, the issuance of this permit. I hereby -acknowledge that issuance of this permit does not authorize the ' DAMAGES AS PROVIDED, FOR INSECTION 3706.01F THE LABOR CODE, INTEREST AND : use or occupancy of any sidewalk, street, or su idewalk. I hereby authorize representatives'of,Butte ATTORNEY'S FEES. County o enter the above mentio adInerty nspedion purposes. I hereby certify that I am the i?ro e r a a rid s behalf. CONSTRUCTION LENDING`AGENCYµ - - _. _ 6/26/2008 . me P2 B I I Prh1t Date I HEREBY AFFIRM UNDER PENALTY1OF PERJURY that there is a construction lending agency for- the:performance of the work for which this permit is issued.;(3097 civ. code) n - . Owner E] Con ctor •QR:Agent for Owner for Contractor ... `;FILE COPY - Lenders Address City State ' �' Zip - OT BUTTE COUNTY COUNTY 0 o DEPARTMENT.OF DEVELOPMENT SERVICES o ° BUILDINGPERMIT APPLICATION*..* _ ° OFFICE_#:(530)538-7541 .-FAX#:(530)'538-2140 o ff+ y.: o A FEE WILL BE REQUIRED AT TIME OFAPPLICAtION` ' . Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public'Records Act. All:public information° ` related to this application is'subject to'public inspection and will.be posted on the County's website for electronic access. A, OWNER INFORMATION. Last Name _ `' ° '. iist Name Mailing Address: a. city O n StateC6 . Zi1959 b15 Phone_ 1 " � ,C9 E-mail CONTRACTOR 4 Name . 1 , , e . Addres5� a� Ci tate Zip Phone Fax' E-mail U Lic. # 1 Class .Name Address City ` Phone E-mail APPLICANT;INFORMATION . Name—.— r'Q 1''l Address City O�O `�� •' ,Statej� n ' � `.'15-1105 Phon 1 " � ,C9 PROJECT LOCATION AP#, /Z a Property Address ,: � I 'T(x,U e . City. OrOvj ]_ - WORKER'S COMPENSATION, Policy Numbe Carrier, If hiring anyone othet than -licensed contractors, a certificate of '- worker's compensation must be shown at th'e time of permit issuance: Sq FT- Living G ❑ Structure Built without ❑ Proposed Change of (Note previous use): �Foroffice ups on �V.T tFBUTTE COUNTY FEE SUMMARY Printed: 05/28/2008 ", • h 7 County Center Drive t 2:59 pm ' • •Orovill ', .CA 95965 • Department of Development, Services Phone (530).538-7541 Fax (530) 538 2140 ' r . t Permit Number..: B08-0975 Job Address: 1661 TEHAMA AVE Contractor: FACTORY DIRECT METAL INC P.O.-BOX 1.898 -REDDING,CA 96001 ; Fee DescriptionAccount Number Fee'Amount Paid Date. Pmt.Amt PW DRAINAGE. Thermalito Drainage, (by unit) ` 18.0070-2 '10.11822' $0.00 DBMSC Gara a/Sho /Str' a WoodY. ' 0010440001-4210500=10101 - $469.72 ' DBF Garage -Wood Frame Plan Che <.001 &A40001-4210500-10101', $313`:15 05/28/2008' $313:15 DBSMIP Residential - 1001=07280-1011298 $2.88... '785.75$31.3 15 Printed By: Karen Jones Balance Due:,$472.60 At the time of per mit,application; I:Was'advised,the'above fees are'required prior to'issuance of the permit. These feesimay change during'the p a checking process SignatureDater. 05/28/2008 Pursuant to Government code Section 6602 , you are hereby notified those items listed above may have been•imposed on your project. You have 90 days ' from the date of approval of the project or from the impostiou.of the above referenced items during which you may request a protest. The, requirments (or a protest are specified in.Government Code Section 66020(a). 4 Butte County- Department of Development Services ,tT rF. TIM SNELLINGS,DIRECTOR •I PETE CALARCO, ASSISTANT DIRECTOR ' . � � • 7 County Center Drive . Oroville; C -A.95965- • • (530) 538-7601 Telephone (530) 538-2140 Fax coil N'��t www:buttecounty.net/dds { NOTICE'TO BUILDERS**' Before your buildtngpermit can be,issued your'plansmust be'checked,for compliance with.the California Buildin9."Codes..In . addition, your plans' are routed to other regulato' entities including, but not.lir iited .to Planning, Public Works,,.Environmental Health,, and the California:Departinent of Forestry: for their clearances and approvals . There are somethings" you can do to expedite your permit: Q. •Make sure.your application, is complete 0: Be responsive to.requests from County, departments forany additional materials or requirements. The Building Division places, its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds.to processing;time Every permit issued by the. Building Official shall expire'and become null and void if the work authorized by such peiTnit isnot started or completed`within one year from the�date of issuance of such permit. 'A permit maybe renewed (for a`fee);p'rior•to expiration an indefinite number oftimes', provided construction progress, has been documented by the Building Division during each year,during.scheduled inspections. No changesrnay:.be:made, in the original plans and specifications for such work:`: In,. order to reinstate action on -a permit after expiration, the permittee shall°pay a new full permit fee and additional plan checking* and documentation may be required. Upon completion of .work covered by this permit, please contact this office 'for final' inspection.'As a.reminderto:you,-it is illegal to;occupy_this building'or any portion ofthe building for which this permit issued without a final inspection. is , � - . • EXPIRATION .Ok-PiAMIT, APPLICATION AND REFUND POLICY** Application for which a permit has not been issued,will expire one yearafter date:of.application. K 'y. Refunds mayonly be made upon written.request by the person wt o'originallypaid the.fees. •Refunds for permit.applications, if ,.the permit has not issued; but,not after;180 days.from� the date of fee payment. Fees. paid atthe'time of application are for Plan Check and administration'.-. The'Plan, Check :portion of fees is refundable only if the permit is cancelled .or withdrawn :, before any plan checking. is done.. Building Division' costs Will, be deducted prior to .authorizing a refund and a charge to • process the refund application, will; be assessed. '.Refunds on perits (issued) may be requested prior to the expiration of t .permit, provided no work has been done_pursuant to the permit. -.,An Inspection may be required (anddeducted from any refund amount) to determine no, work was done Fee/refund information can be read online at hii://municipalcodes.lexisnexis.com/codes/butteco/ **When filed, this application and- all supporting material becomes subject to..the, California Public Records Act. All public information related to. this application is subject to public inspection and wi1T be posted on the County's website for,,electromc.access Reference Number: _ 908-0975 'Date: 05/28/2008 Location: 1661 TEHAMWA„AVE Parcel Number: 030-420-003 - Owner Name: WORKMAN,.•TRACEY' 'Phone: (530) 534=7985 Description: � .. GARAGE/SHOP 40 X'30 — 1200 '�- ' •"� ` r Signature of Applicant; `v z'` r. . .. ;; •05/28/2008 , - . FILE": SEAL APPLIES TO SHEETS 1 THRU K.O.T.Y. NG1NEERING (SINCE. 1974) FOR ALL YOUR ENGINEERING NEEDS P.O.BOX.4390 CHICO; CA 95927 VOICE: (530) 898-981V, (80,0) 601-8794`• CELL (530) 864-4942, FAX' (530)898=981`0 • E mall :ferry@kotyengirieenng:com Website:-wwwkotyengineering:com We did not encounter any local and/or -perched ground water durin&the subsurface investigation'; Seasonal: fluctuations in the local .groundwater table at the project site and vicinity are unknown atthis'time; ;however it is. gen erally:understood that the groundwater table elevation is'',highest'at'the'ehd. ofth6 winter.rainy season and lowestat the end ;of the summer dry•'sea'son: " 3.0. CONCLUSIONS AND RECOMMENDATIONS 3.1 Building Type and. Design _ The recommendations of this report are based on the construction of a pre=manufactured inetal building assembled on-site.. The buildin will be s u orted on a concrete slab an . g g PP d foundation with continuous footings'designed'by others. Any deviation. from the assumptions`. ;stated above .wih require.- written approval from K.O.T:Y. Engirieenng. ' . . 3.2;Special Inspections , The excavations and construction;methodsxequired at this site for constr icting.the foundation-... is conventional in nature and within the scope of the required'Building Department; inspections.. There are no special inspections required for the excavations' o' n concrete _ foundations associated''with, this project. The contractor Js required to,contact K.O.T Y Engineenng'if any. unusual'soil conditions:are discovered: 3.1'Site .Clearing The site. shall,:be clean of all 'surface vegetation and deleterious materials prior to excavation. ' 3.2 Site: Preparation The site is generally open land u'.'an agricultural'areaTree„roots' larger than 1'” in diameter . shall be removed from the building 'pad area and replaced with properly •compacted engineered_ fill = The fill used to bring up the finished floor elevation will be self compacting pea: gravel; so compaction tests will not be required 3,3 Soil Expansion, Potential The soil found at this site does not have significant expansion potential. No. special. measures, need to.be taken for expansive soil: We recommend perimeter footurigs to'be a-mmimu.m of 12" into undisturbed soil or as specified by: the.designer whichever -is deeper. 3.4. Liquefaction Potential' The soil types found at this site are not prone to liquefaction COMPREHENSIVE ENGINEERING DESIGN, !:'ADDITIONS & CODE COMPLIANCE (INCLUDING ADA) ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS -LITIGATION SUPPORT KO.T.:Y ENGINE.ERING (SINCE 1974) "FOR ALL YOUR ENGINEERING NEEDS" P:O BOX439Q4'CHICO CA -,95927 VOICE�(530)`8981.;9810` (800) 601=8794 CELL: (630) 864-4942 fPJG: (530) 898-9810 E-mail: jerry@kotyengineering.com Website: www kotyengineering:com• 3.5 Site Geology: and seismicity s : Y The, site is riot;located `within aiiAlquist-Priolo,Special Studies Zone according to the Stateof California Department of.Conservation,. There:are no active:faults running through the -site . according•to the,book'"Maps of known Active Fault"Near-Source Zones in California and-� Adjacent Portions -of Nevada":Based on these sources; surface rupture due. to faulting activity will not be an issue for this site. Based .on the. 2003 NEHRP Seismic Design, Provisions for this parcel'(see attachments) we have the following Seismic variables: For Lat. 39:51493 degrees N and Long 121:6020083, degrees West, Soil Site, Class. D per CBC 1613.5:2 SMs.= .0.736g ' SM 1 =.,O 4229 SDs'= 0.4948 SD1 ' .281g': Seismic Design Category: D. 3:6 CBC Requirements y i This section is 'intended to address the applicable requirements listed in section 1802 (Foundation and Soils Investigations) of the 2007 CBC., The following code sections have, -been specifically addressed as. noted below: . .1802.1 The`classification and investigation of the soil -,has been made by a registered design professional.;. The wet, stamp and signature of.the individual responsible for the report is on the cover sheet: 1802.2.6 Slope instability: Site and area around site is flat, -so no slope is present Liquefaction: See section 3.4 ",Liquefaction Potential" in this. report. . Surface rupture due, to faulting:: See section 3.5 "Site Geology. and Seismicity": in this report:. 1802.2.7 1. This section does not apply because the, proposed structure °does. not have any retaining walls or basement.' walls. • 2. Liquefaction. ..See' section 3:4 ",Liquefaction` Potential" in this "report 1802.3 The soil classification lias been determined based on _on-site observation., For the purpose of soil classification, on-site observation; by a registered design COMPREHENSIVE�ENGINEERING 'DESIGN •,ADDITIONS & CODE ;COMPLIANCE (INCLUDING ADA) .' ALT,ERATIONS OF STRUCTURES •STRUCTURAL REPAIRS' LITIGATION SUPPORT K.0.T.Y. E G1NEER1 G (SINCE 1974) FOR ALL YOUR ENGINEERING NEEDS" P.O.BOX 4390`!,,_,6,,H,1'6,6,QA 95927.,' VOICE (530) 898 9810"•'(800) 661-,8794,-- CELL; (530),864-4942 'FAX::(530j'898=9810 � E-rriafl1_')br Y@kbtyengineering.com Website: wwW*otyengineering.com Professional without testing is acceptable per Section 1-802.4 of the CBC. Based on this informatior we are'classifying the'soil as a type 5`'per Table 1804.2 of the CBC " A 1802:3.2 See section 3 3 "Soil Expansion potential" in.this'report: 3.7 Foundation Design Ouf field investigation indicates that the existing native soils at this site are adequate to support the proposed metal'building with concrete slab and continuous footings. The footings shall.be designed using;an allowable bearing.of 1,000 psf for the vertical compression loads.. 4.0 LIMITATIONS Our recommendations are based on research of government documents, site observations; and our engineering judgment for.the structure. described in this report. If on-site excavations during construction reveal conditions different than specified in this report, K.O.T.Y. Engineering shall be contacted fora follow up evaluation, and possibly new: recommendations.- This report is nonvalid for .discovery items or. other changes to'the site.. This report should-not be used after, 2 years without written approval of KO.T.Y. Engineering:: K.O:T.Y. Engineering is not responsible for additiohal structur'es'constructed on this site,. without written authorization from K.O.T:Y. ' Engineering. These. findings are based ori my professional opinion and are: not intended as. a warranty of any.: kind. Please contact.me'if you have any questions at 530-898-9810.'. Sincerely; . Jerry Kotysan, P.E. www.kotyengineenng-.corn COMPREHENSIVE ENGINEERING DESIGN; •ADDITIONS &, CODE',COMPLIANCE (INCLUDING ADA) x ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS. LITIGATION SUPPORT' . j t: ,. � � i - - - t � .. ♦ t . .. � �' �' ` Q- � � - -c - GOLDEN KNOLLS SUBDIVISION PORTION BLOCK 110 OF THERMAL ITO 30-42 -> TEHAMA AVENUE 110-00 6100 100,00 8700 ' 72.00.,roaoo' _ .10000 4 30.00 LOTy '-' 7..00 7.0060.00 r roo' 021P2Man 4.20-0 LANE�i 2T®, .772.00.. 3 7: 24 ie K ..O 'L S LOT 4 L.. .3 _ROS 3� 61 27 .1 . S:V B.D. is —� .. / 66 r 7600 e0 r. *,AabssaorS ,r .Mop Nb 3 4 County of.Butte; CoIl1. . . . -.. - GOLDEN KNOLLS,' AM. MOR. BK.32, P637/16 6-16=Q1 l. Particle Sie ®isibution y�! ���►'�1 �:6.5` roject No.: Pro�ectNamewcx C' ~Date �" �c�%ut ` ample No.: [D, rh zr pePm i 2 f 4 Tested By f c i-.ti$�y;, esorption lc �, cX.�'.�k^ w � »_ �Checked am le, Location , ct .. �cf, ll Lab: No . ryWeW Indies iftew `Retained Acarmotated Passbig ' t (U V WOIKWIY' a 9 �(��n' ,�` f w.. mm for' T. ..(grn) ._y S' f Com) f<.� �( i h } YfF' (gm { (��}.... ' 6 -loch ,� ...;. tdR }N,� }V S i 's =100A 1,5'hwh 1 381 ;000 L, - 0.0 1:1' ' i00A In ' ; 1:0000 - . '' 25 4 000 0.0 : 581.t ', 3!4 hrch .0.7500 " 191 , :+` 000 4 112 0.5000 12 7 =000 '0.0 -.5811 100A �.318'Inrh a -:0.3750 73 5738.' 988 0:1870. 4.7500 5 91 a _ ; 13 7 ^• 587:9' .. :; -97 T ' 010, OA787 2.0000 0.0335. 0.8500 18 74 r 44 0 : ` 537:1: : 92A , :140 0.0167 0:4250 : 22 78 86 8 514.3 , 460 0.0098,' - 02500 4 x ;1895 85 7 = 495 4' 852 Q:15QQ t' r 19 .L' , h b ..+ .,; _ .... '104 T, a 0:07508 2424 4 =129 0 - �1:: 45 E 72 f 21 n Aw; W§, ' '. It - V >> a. f )• 3" "4 7 k '�Y..Ft tr �" wh • + e ,�4` 1 i l J (}, Y 3 + Parlde Srie Gradation .3 l . Boulders Gravel ' Cobble Coarse Fine Coarses ,.Medfum��.4 58t , Clay 1000 90.0 � 8001 �, _ '_, , - a .50.0' III T 40 0 '30.0 a: 20.0 _ 1 10.0 = 0.0,' 1,000.000 100.000 10:000 1.000' L-0.100. O.OtO, : O.00i'J Partide Size (mm) t ProjectNo. 5.08 Protect Name Workman Residence ::�� - Date. Sample No: one BonnglTrench ,A 1 Depth(ft) 1'ft 2ft 5 `Tested By Al ' Description Dark Red Lean Clav with Sand ` . a Checked By JK Sample Location appprox 12' north-of south fence. line,:23'`west of east fence line .;!• Lab`No =A100 Estimated %o` of Sample Retained on No 40 Sieve ; Sample oven Dried :.jL Test,Method^A LIQUID LIMIT:': PLASTIC LIMT:. , Sample No 2, : 3 4 5 =1 2, -.3 . Pan ID: q B C F. G r D.: E Wt Pan (gr)'; `21:19 .'21.05 21.21 . 21:26 21:28 20..94 , ' 20.97 Wt••Wet Soil+ Pan (gr) . _' ` . 33:85 -33:73 32.72 .32.02 'r 31:97 :'27:4 .' K: 29.74 Wt Dry Soil :+ Pan-(gr) 30.68 .; 30.55 29:8 ' '29.19 ` 29:14 :. 2134, 28.3 Wt. Water. (9�) 3:17 - : `,3.18 :` ...2.92' 2:83. 2:83 ; 1 , - .,..144 Wt Dry Soil (gr) .. :9.49 .:, 95 - 8_:59 ,s Z:93 7:86 5.46 ,.:, r .;;7..33 r fF Water Content %, 33.4 .-`33.47 _'33.99 35.68 :. ' = -:36 , ' ' 1'8.31, . ;.:''.19:64 Number, of, Blows, "N'' 38 '35 35 25 422 LIQUID LIMIT= 34,%,'', `` P C LIMIT 18 97 ", U. % : fri r.G�' i:`�kt'y i .]:ia. �_.:.: �.:5`.:a'••;:u. :: k'.::..,,. ::t::. - ...n. v..: r.!:':--" u'ni.i FDM FACTORY DIRECT METAL 5625 EASTSIDE RD. REDDING CA, 96001 30' x 40' x 1 d'-0" Eave Height Steel Storage Shed (4'-0" o.c. Frame Spacing) PROJECT INFORMATION OWNER NAME:SCOT HOFER PROJECT ADDRESS: 1661 TEHAMA AVE. OROVILLE, CA 95965 SHEETINDEX I" COVER SHEET 2 - GENERAL NOTES 4- FOUNDATION PLAN 5 -ROOF FRAMING PLAN 6-FRONT/BACK WALL FRAMING & TYP. FRAME ELEV 7 -TYPICAL SIDE WALL FRAMING/ELEV. 8-9 CONNECTION DETAILS 10- MISC. INFORMATION DESIGN LOADS: DEAD LOAD:5 PSF LIVE LOAD: 20 PSF SNOW LOAD: 0 PSF (ROOF) WIND LOAD: 85 MPH EXP B. (BASIC) o g I r Alppi FACTORY DIRECT METAL Date: APRIL 18, 2008 STEEL STORAGE SHED SCALE: AS SHOWN COVER SHEET 2414 N. 1325 E. P: 801.768.0361 LEHI UT 84043 I F: 801.768.0362 SCOT HOFER Of 10 STATEMENTS 1. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE FOR BUILDING PERMIT EVALUATION ONLY. THE CONTRACTOR OF RECORD IS RESPONSIBLE FOR ERECTING THE STRUCTURE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. GENERAL NOTES LODESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES 2007 Edition of the California Building Code Steel Allowable Stress Design, Ninth Ed. (AISC) Concrete Reinforced Concrete Design Handbook (ACI) Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: CBC Sec. 1607 Wind Load: 85 mph, Exp. B Snow Load: 0 psf 1.3 DESIGN MATERIALS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge - cold rolled steel 16-7 Gauge - hot rolled steel Hot Dipped Galvanized. ASTM A-123 and ASTM A-153 Bolts Anchor Bolts: ASTM A-36 or better Machine Bolts:ASTM A-307 or better Reinforcing Steel ASTM A -615-76A Grade 40: #4 bars and smaller Fy = 40,000 psi Grade 60: #5 bars and larger Fy = 60,000 psi Concrete Normal Weight Fc = 2500 psi in 28 days Soil Foundations have been proportioned based on an allowable soil bearing value of 1000 psf (w/ 1/3 increased of seismic) in accordance with the 2007 CBC. FACTORY DIRECT METAL STEEL STORAGE SHED NOTES 2414 N. 1325 E. P: 801.768.0361 LEHI, UT 84043 1 F: 801.768.0362 SCOT HOFER Date: APRIL 18, 2008 SCALE: AS SHOWN 2 of 10 l .OGENERAL NOTES 1.1 CONCRETE SPECIFICATIONS 1. All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete. edges, corners, and intersections shall be tooled or chamfered I" wh ' ether or not shown in the drawings. . 2. The maximum cncrete slump shall be: Slabs .... 3" +/- I" All other work..... 4" 3. The minimum cement content shall be 5:'/2 sacks. per cu " -yard and shall be a standard.brand type 11, low alkali, per ASTM C-150. 4. Any water reducing agents added shall be used to reduce the water/cement ratio. 5. Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be I".U.O.N. Use 3/4" aggregate for slabs on grade. 6. Anchor bolts to be full diameter, cut thread made from ASTM A-36.steel by an American manufacturer, and installed per "Lateral Requirements" on the following pages. , 7. Curing: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures. And shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days) 8. Special inspection is NOT required of the footing concrete. 1.2 CONCRETE REINFORCING SPECIFICATIONS 1. All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lopped not less then 30 bar diameters and in no case less then 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2. Reinforcing bars to be deformed bars conforming to ASTM A -615-76A: #3 & #4... Grade 40; #5 & larger... Grade 60 3. All reinforcing steel, shall be accurately positioned and adequately tied, using proper chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces shall be galvanized or provided with, plastic feet. 4. Concrete cover over reinforcing is required as follows: 3"... where concrete is exposed to and cast against earth. 2"...where concrete is exposed to earth but cast against formwork. 1 %2"...where not exposed to earth or weather. f, 1.3 SOIL SOECIFICATIONS 1. Minimum required soil bearing (DL+LL) to be.1500 psf. 2. Expansive index (assumed" / from report) •verificationmay.be required by building official 3. It is recommended that on building sites exhibiting characteristics of instability; a soils investigation be performed (unless waived by the local building review agency):. Any deviation from the design values shall be brought to the engineers' attention 4. All required fill and backfill shall be compacted to at least 90% of maximum density unless otherwise noted on a soils . report. 1.4 STEEL SPECIFICATIONS 1. All structural steel plates, bar, angles and channels shall conform to ASTM A36 Standards. 2. All steel tube products shall be manufactured per ASTM -A500' Grade A-1008 and 1010 Carbon. Steel Grade B-1010 thru 1022 Carbon Steel/ 15 gauge.and heavier Grade C-1015. thru 1022 Carbon Steel/ 15 gauge and heavier 3. Carbon Steel used shall conform to the following: 16 gauge - 22 gauge (cold rolled steel) 16 gauge - 7 gauge ( hot rolled steel) 4. Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5. Bending Radius: (Minimum Workable) 2 '/2 to 3 times the outside diameter (round) 3 '/2 to 5 times the outside dimensions (shapes) p;Ej FACTORY DIRECT METAL Date: MAR 6, 2008 '^151 4 5- f •.132 -STEEL STORAGE SHED SCALE: AS SHOWNNOTES LEHI UT 84 F: 801.768.0362 SCOT HOFER •" Of' 10 u 20 RECT. TUBE- SEE PLAN 2x2 SQUARE TUBE- SEE PLAN FOUNDATION PLAN SCALE: 1/8"= I'-0.. EE PLA SLAB ON GRADE W/ WWF 6/ 6 /10/10 FOUNDATION SECTION A -A rsLAB (WHER SCALE: NTS 2'x3' POST APPUCABLE) W �� DIA. TRU-BOLT REDHEAD i WEDGE ANCHOR BARS 0 18' O.C. HORIZ. + "' 4 BARS x CONT. 4 BARS 0 24" O.C. VERT. 1-3/4' MIN. EDGE DIST. 2" MIN, INTO UNDISTURBED SOIL OR BELOW FROST DEPTH. ADHESIVE DETAIL SEE PLANS OITWACRYLIC SCALE:NTS FACTORY DIRECT METALDate: STEEL ST STORAGE SHED SCALE: AsHow►v s FOUNDATION PLAN 4 1325 E. I P 80.768.0361 LEHI, UT 84043 F: 801.768.0362 SCOT HOFER Of 10 PURLIN (CONT. 10 BAYS, Trp nr tM FOR FRONT WALL FRAMING -SEE PAGE 6 2"x3" RECT. TUBE FRAME \\\-R OOF DECKING ROOF FRAMING PLAN SCALE: 3/16"= V-0" NOTE: PURLINS ARE SPACED OUT 42" STITCH SCREW MAX x j"AT 30" O.C. \\_HAT CHANNELU\-2x3 RAFTER SUB -GIRT SHEATHING ON HAT CHANNE 1 SCALE: NTS BACK WALL ING-SEE PAGE 6 - Date: MAR 6, 2008STEEL 1 �� STORAGE SHED SCALE: AS SHOWN p z ROOF FRAMING PLAN 5 2414 43 I F: 801.768 0362 SCOT HOFER Of 10 W W O m m W m W m W m m ppI it o N N N N N N N N N J� N FOR FRONT WALL FRAMING -SEE PAGE 6 2"x3" RECT. TUBE FRAME \\\-R OOF DECKING ROOF FRAMING PLAN SCALE: 3/16"= V-0" NOTE: PURLINS ARE SPACED OUT 42" STITCH SCREW MAX x j"AT 30" O.C. \\_HAT CHANNELU\-2x3 RAFTER SUB -GIRT SHEATHING ON HAT CHANNE 1 SCALE: NTS BACK WALL ING-SEE PAGE 6 FACTORY DIRECT METAL Date: MAR 6, 2008STEEL �� STORAGE SHED SCALE: AS SHOWN p ROOF FRAMING PLAN 5 2414 43 I F: 801.768 0362 SCOT HOFER Of 10 REAR WALL FRAMING SCALE: 3/16" - F-0" STEEL TUBE FRAMING AT 48" O.C. FRONT WALL FRAMING SCALE: 3/16"= P-0" TYPICAL INTERMEDIATE FRAME SCALE: 3/16" - 1'-0" FACTORY DIRECT METAL STEEL STORAGE SHED COVER SHEET 2414 N. 1325 E. I P: 801.768.0361 LEHI, UT 84043 F: 801.768.0362 SCOT HOFER Date: MAR 6, 2008 SCALE: AS SHOWN 6 of 10 RIGHT SIDE WALL FRAMING LEFT SIDE WALL FRAMING SCALE: 3/16" = 1'4' FACTORY DIRECT METAL Date: MAR 6, 2008 STEEL STORAGE SHED SCALE: AS SHOWN TYPICAL SIDE WALL 1 REV:3-31-08 7 LEHI UT 84043 I F: 801.768.0362 36, OToFERFRAMING/ELEV. Of 10 6'x1 J%18 GA: B-15 BRACKET W/ MIN.(2) /12x1' TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION 9"x 9"x18 GA. B-15 -RAFTER BRACKET W/ MIN.(2) 1112x1' TEK SCREWS TO EACH -� MEMBER. ONE BRACKET ON "x3" HEADER EACH SIDE OF CONNECTION VERTICAL UNIT VERTICAL TO RAFTER DETAIL \,I SCALE: NTS x3' HEADER 7"x5 j'x18 GA. B-57 BRACKET W/ MIN.(2) /1221' TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION "x3" VERTICAL UNIT IM BRACKET TO SLOPE OF RAFTER jl-..-,--DOOR HEADER DETAIL . SCALE: NTS ` 1'x5 i"x18 GA. 8-57 BRACKET W/ MIN.(6) 1112x1' TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE.OF CONNECTION TRIM BRACKET TO SLOPE OF RAFTER 0 0 VERTICAL TO HEADER DETAIL SCALE: NTS RAFTER 9"x 9"x18 GA. B-15 BRACKET W/ MIN.(2) 1112x1" TEK SCREWS TO EACH MEMBER. ONE BRACKET ON EACH SIDE OF CONNECTION )TRUSS DETAIL SCALE: NTS VERTICAL UNIT VERTICAL UNIT I x3 VERTICAL UNIT \4"x 2" COLLAR TIE BOTTOM CHORD CONNECTION DETAIL r,---�CORNER BRACE DET IL SCALE: NTS u SCALE: NTS FACTORY DIRECT METAL Date: MAR 6, 2008 STEEL STORAGE SHED SCALE: AS SHOWN CONNECTION DETAILS 1 REV:3-31-08 2414 N. 1325 E. P: 801.768.0361 LEHI, UT 84043 I F: 801.768.0362 Of 10 k: VERTICAL POST CORE PIN MADE FROM CORE PIN - 1-3/4 x 2-3/4" 1-3/4" x 2-3/4" STAINLESS STEEL 14 GA. STEEL CORE INSERT-� 1! GA STEEL TUBING RAKING SCREWS - BASEPLATE MADE FROM - _ - 2" X 3" 14 GA. ASEPLATE' 2"x3" VERTICAL UNIT CORE PIN WELDED TO GALVENIZED STEEL TUBING THE 2'x3' BASEPLATE I VERTICAL TO RAFTER DETAIL VERTICAL TO HEADER DETAIL SCALE: NTS SCALE: NTS 1-3/4 x 2-3/4" 10 GA.,STEEL CORE INSERT t-3/4" x 2-3/4" 10 GA. STEEL CORE INSERT %3" -VERTICAL UNIT "x3" VERTICAL UNIT %z OOR HEADER DETAIL 4 TRUSS DETAIL SCALE: NTS SCALE: NTS "BK -40" EMU CORNER DETAIL . PEAK DETAIL 5 1-1/2" x 1-1/2" x 18 GA. HAT I �JSCALE : NTS SCALE: NTS CHANNEL MAC GIRT SPACED 42" O.C. \-2x3 RAFTER (_7-�HAT CHANNEL TO RAFTER DETAIL SCALE: NTS FACTORY DIRECT METAL Date:MAR 6, 2008' t STEEL STORAGE SHED SCALE: AS SHOWN CONNECTION DETAILS � REv:3-31-08 9 2414 N. 1325 E. P: 801.768.0361 Of 10 LEHI, UT 84043 I F. 801.768.0362 ' 7-3/4" OVERALL WIDTH 36* RAILRAIL GOVFRAGF ANTI—SIPHON SIDE LAP METAL DECKING PROFILE (ROOF) 29 GA. PRO -RIB 1x=0.130, Sx=0.0205, Fy= 80 ksi SCALE:NTS 1i1111►111 • #12 x 1" SELF DRILLING SCREW 2"X2" SQUARE TUBING USED IN MOST JOINING APPLICATIONS 14 GA, Ix = 0.3482, Sx = 0.3482, Fy = 50 ksi SCALE: NTS 2"X3" SQUARE TUBING 14 GA, Ix = 0.7894, Sx = 0.7894, Fy = 50 ksi GAGE No. 1101 Jill12 141 1151 116118 20 22 : 26 29 30 DESIGN THICKNESS, INCHES 0.1345 0.1196 0.1045 0.0747 0.0673 0.0598 0.0478 0.0359 0.0299 0.0239 0.0178 0.0135 0.0120 BOTTOM CHORD CONNECTION DETAIL SCALE:NTS FACTORY DIRECT METAL Date: MAR 6, 2008 STEEL STORAGE SHED SCALE: AS SHOWN MISC. INFORMATION 2414 N. 1325 E.P: 801.768.0361 LEHI, LIT 84043 I F: 801.768.0362 10 of 10 SCHEDULE METAL DECKING 29 Go. PRO—RIB (WALLS) 29 Go. PRO—RIB (ROOF) Fy = 80 ksi Fy = 80 ksi 2'x2' SQUARE TUBING 14 Go. Fy = 50 ksi 2'x3' RECT. TUBING 14 Go. Fy = 50 ksi 2"X3" SQUARE TUBING 14 GA, Ix = 0.7894, Sx = 0.7894, Fy = 50 ksi GAGE No. 1101 Jill12 141 1151 116118 20 22 : 26 29 30 DESIGN THICKNESS, INCHES 0.1345 0.1196 0.1045 0.0747 0.0673 0.0598 0.0478 0.0359 0.0299 0.0239 0.0178 0.0135 0.0120 BOTTOM CHORD CONNECTION DETAIL SCALE:NTS FACTORY DIRECT METAL Date: MAR 6, 2008 STEEL STORAGE SHED SCALE: AS SHOWN MISC. INFORMATION 2414 N. 1325 E.P: 801.768.0361 LEHI, LIT 84043 I F: 801.768.0362 10 of 10 Structural Calculations for Factory Direct Metal 5625 Eastside Road Redding CA, 96001 Scot, Hofer 1661 Tehama Ave. Oroville, CA 95965 30'x 40'x 10'-0" Steel Building (4'-0" O.C. Frame Spacing) - . 2414 N. 1325 E: Tin Joh Name: Scot, Hofer Lehi, UT 84043 Joh # 07-028 P:801-768-0361 Designer MCM F:801-768-0362 Date:4/18/2008 TABLE OF CONTENTS SECTION and DESCRIPTION PAGE NO. PAGE NO 1.0 Design Criteria _____________________________ 4 1.1 Design Codes and References ------------------------------ 4 1.2 Design Loads ------------------------------ 4 1.3 Design Materials and Stresses _____________________________ 4 2.0 General Notes ------ .____----- _---- ----- 5 2.1 Concrete Specifications :_______NI----- _-_ 5 2.2 Concrete Reinforcing Specification --------------------------- 5 2.3 Soil Specifications ----- _----------------------- 6 2.4 Steel Specifications ______________________________ 6 3.0 Structural System __________________-__________ 6 3.1 Roof System ----------------------------- 6 3.2 Wall System ------------------------------ 6 . 3.3 Floor System _______—---------- –___ 6 3.4 Foundation System ______________________________ 6 4.0 Design Parameters --_-------------------------- 7 5.0 Structural Loads ---------------------------- 8 5.1 Vertical Loads ________________________ g 5.2 Lateral Loads ---------------- – ---- _------ g 5.3 Load Combinations -=-------------------------- 10 6.0 Structural Analysis ------------------------------ 11 6.1 Wind Forces ------------------------------ 11 6.2 Seismic Forces ------------------------------ 12 6.3 Roof Diaphragm Design ___------------- _-------- _ 12 6.4 End wall / Shear wall Design ------------------------------ 13 6.5 Holdown & Anchorage ____ ------------------------ – 14 7.0 Structural Sketches --------- -------------- 33 8.0 Product Data ----- . -------------------- 34 M2414 N. 1325 E. Job Name: Scot, Hofer 7MP Z Wk m Lehi, UT 84043 Job # 07-028 P:801-768-0361 Designer MCM F;801-768-0362 Date4/18/2008 1.0 DESIGN CRITERIA: 1.1 DESIGN CODES & REFERENCES 2007 Edition of the California Building Code • 2006 Edition of the International Building Code • ASCE 7-05 • Steel: Allowable Stress Design, Ninth Ed. (AISC) • Concrete: Reinforced Concrete Design Handbook (ACI) • Ultimate Strength Design Handbook (ACI) 1.2 DESIGN LOADS Dead Load: Structure Weight Live Load: CBC Sec. 1607 Wind Load (3 -sec): 85 mph Wind Exposure: B Site Class: D Roof Snow Load: 20 psf (minimum.roof LL = 20 psf) 1.3 DESIGN MATERIALS & STRESSES Steel Tubing Manufactured per ASTM -A500 Carbon Steel 16-22 Gauge — cold rolled steel Hot Dipped Galvanized Bolts Machine Bolts: Reinforcing Steel Grade 40: Grade 60: Concrete Normal Weight 16-7 Gauge — hot rolled steel ASTM A-123 and ASTM A-153 Anchor Bolts: ASTM A-36 or better ASTM A-307 or better ASTM A -615-76A #4 Bars and smaller Fy = 40,000 psi #5 Bars and larger Fy = 60,000 psi F'c = 2500 psi in 28 days Soil Foundations have been proportioned based on an allowable soil bearing value of 1000 psf (with 1/3 increased for seismic) in accordance with 2007 CBC. 9T2414 N. 1325 E: Job Name: Scot, Hofer Lehi, UT 84043 Job # 07-028 P:801-768-0361 Designer MCM 2.0 GENERAL NOTES: 2.1 CONCRETE SPECIFICATIONS 1 All concrete shall be normal weight and attain a minimum compressive strength of 2500 psi in 28 days. All concrete. edges, corners, and intersections shall be tooled or chamfered 1" whether or not shown on the drawings. 2 The maximum concrete slump shall be: Slabs 3" + or— 1" All other work 4" + or — 1" 3 The minimum cement content shall be 5 % sacks per cu. yard and shall be a standard brand type II, low alkali, per ASTM C-150. 4 Any water reducing agents added shall be used to reduce the water/cement ratio. 5 Aggregate shall conform to ASTM C-33. Maximum aggregate size shall be 1" U.N.O. Use W aggregate for slabs on grade. 6 Anchor bolts to be full diameter, cut thread made from ASTM A-36 steel by an American manufacturer and installed per "Lateral Requirements" on the following pages. 7 Curing: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement (typically 7 days). 8 Special Inspection is NOT required for the footing concrete. 2.2 CONCRETE REINFORCING SPECIFICATIONS 1 All reinforcing steel shall be continuous. Splices in reinforcement shall NOT be made at or near points of maximum stress. Splices shall be lapped not less than 30 bar diameters and in no case less than 24". Reinforcing bars shall have minimum bend radius of 6 times the bar diameter. Bars shall not be heated to facilitate bending. Once bent, steel shall not be straightened. 2 Reinforcing bars to be deformed bars conforming to ASTM A-615 76A. #3 & #4 Grade 40 #5 & larger Grade 60 3 All reinforcing steel shall be accurately positioned and adequately tied using proper chairs and bolsters. Nails in wall or stem wall forms will not be acceptable. Supports and chairs placed against exposed surfaces shall be galvanized or provided with plastic feet. 4 Concrete cover over reinforcing is required as follows: 3" -- -- concrete is exposed to and cast against earth 2" ---- concrete is exposed to earth but cast against formwork 1 '/"-------- concrete is not exposed to earth or weather 2.3 SOIL SPECIFICATIONS 1 Minimum required soil bearing (DL + LL) to be 1000psf.. 2 Expansive index (assumed* / from report) *verification may be required by building official 3 It is recommended that on building sites exhibiting characteristics of instability, a soils investigation be performed (unless waved by the local building review agency). Any deviation from the design values shall be brought to the engineers' attention. 4 All required fill and backfill shall be compacted to at least 90% of maximum density unless otherwise noted on a soils report. 2.4 STEEL SPECIFICATIONS 1 All structural steel plates, bars, angles and channels shall conform to ASTM A36 Standards. 2 All steel tube products shall be manufactured per ASTM -A500 Grade A - 1008 and 1010 Carbon Steel Grade B - 1010 thru 1022 Carbon Steel / 15 gauge and heavier Grade C — 1015 thru 1022 Carbon Steel / 15 gauge and heavier 3 Carbon Steel used shall conform to the following: 16 gauge — 22 gauge (cold rolled steel) 16 gauge — 7 gauge (hot rolled steel) 4 Wall thickness: Cold rolled tubing (see table 9 of ASTM A-513) Hot rolled tubing (see table 6 of ASTM A-513) 5 Bending Radius: (Minimum workable) 2'/z to 3 times the outside diameter (round) 3'/2 to 5 times the outside dimension (shapes) 3.0 STRUCTURAL SYSTEM: 3.1 ROOF SYSTEM Steel decking over steel tube standard truss Diaphragm will be considered flexible for calculation purposes. 3.2 WALL SYSTEM Ordinary moment resisting frame, horizontal metal decking. 3.3 FLOOR SYSTEM No Floor. 3.4 FOUNDATION SYSTEM Redhead Wedge Anchors . 2414 N. 1325 E Lehi, UT 84043 P:801-768-0361 4.0 Design Criteria: Building Dimensions Width 30 ft Length 40 ft Eave Height loft Frame Spacing 4 ft Post Number of Posts in Transverse Direction Number of Posts in Longitudinal Direction Elbow Connection Brace Horizontal Length Brace Vertical Length Soil Type: Foundation Type: Slab Thickness Concrete Density Footing Width Footing Depth Anchor Type Roof Sheathing Roof Sheathing Gauge Roof Purlin Spacing Wall Sheathing . Wall Sheathing Gauge 2 12 18 in 18 in Soft Redhead Wedge Anchors 4 in 144 pc. 12 in 12 in Redhead Wedge Anchors 29 GA 5 ft o. c. 29 GA Joh Name: Scot, Hofer Job # 07-028 Designer MCM 4/18/2008 Roof Rise 3 Roof Run 12 Peak Ht. 13.75 ft 2 12 18 in 18 in Soft Redhead Wedge Anchors 4 in 144 pc. 12 in 12 in Redhead Wedge Anchors 29 GA 5 ft o. c. 29 GA Company Apr 18 2008 Designer 3:50 Pin Job Number : Checked By: Basic Load Cases BLC Descriotion Cate -go X Gravily Y Gravitv Joint Point Distributed 1I I LL I 1 1 2 Joint Boundary Conditions WM 1 . k-1 v r1.f..t v r1.r._i 1 N1 Reaction Reaction Lateral RY•n�.-, c, P '$' �' X"aJ H Y Si C Y d i f 3 N5 Lateral 4.. 1 ,�..�;8��:?�..,,-.-,3:�'�.....�E2e 5 M5 3x2x14Ga 10 Lateral A 5 N1 9 Mg 2x2x14Ga 10 Hot Rolled Steel Design Parameters I �k.f er.— I o -f kr 1 6 —..Hw 1 M2 3x2x14Ga 10 Lateral v r F M ° :. x a3x2x�£4G8 1�5 2 , ...462. f 3 M3A 2x2x14Ga 6.25. 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Job Name: Scot, Hofer wrrc= 48 plf M Lehi, UT 84043 Job # 07-028 End Roof Load (B*2a*hp): wrreb= P:801-768-0361 Designer MCM 576 Ib End Wall Load (A+B): F:801-768-0362 Date: 4/18/2008 Vwr— 6.0 Lateral Analysis 2006 CBC 1 Story 6.1 Wind: Based on ASCE 7-05 Method 1 Design Criteria Design Information: Roof Pitch Vertical 3 Length of Analyzed Section: L= 40 ft Horizontal 12 Width of Analyzed Section: W= 30 ft 0: (degrees) 14.03 Roof Eave Height H= 10 ft Exposure B Roof Peak Height. hp= 3.75 ft Wind 3 Sec. Gust Speed: 85 Roof mean Height h= 11.88 ft a a= 4 ft 2a not less than 3) 1 Eoh -19.3 2a= 8 ft A 14.4 JE -13.8 -4.8 IF -9 -15.1 C 9.6 G -9.6 Roof Dead load DL= 5 psf Roof Live Load LL= 20 psf D -2.7 H -6.9 Wind Loads: Ihp wrrd wrr 2a wrre H/2 wrrc wrr L 2a W wrre Transverse (Perpendicular to ridge): Roof Wind Pressure (D): wrrd= 10.13 plf Wall Wind Pressure (C): wrrc= 48 plf Diaphragm Load (C+D) wrr= 58.13 plf End Roof Load (B*2a*hp): wrreb= 144 Ib End Wall Load (A*2a*H/2): wrrea= 576 Ib End Wall Load (A+B): wrre= 720 Ib Diaphragm Shear Load Vwr— 1307 Ib jhp wrge H/2 Longitudinal (Perpendicular to Gable) Wall Wind Load (C): Additional Wind Pressure (A) End Wall Load (B*2a): Diaphragm Shear Load wrge 2a wrgc W 2a wrge wrgc= 66 plf wrge= 14.4 psf wrre= 40 lb 1030 Ib Conterminous 48 States 2006 International Building Code Latitude = 39.51627 Longitude = -121.60287 Spectral Response Accelerations Ss and -S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa ='1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 0.537 (Ss, Site Class B) 1.0 0.214 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 39.51627 Longitude = -121.60287 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.37 ,Fv = 1.972 Period Sa (sec) (g) 0.2 ; 0.736 (SMs, Site Class D) 1.0: 0.422 (SM1,. Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 39.51627 Longitude = -121.60287 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.37 , Fv = 1.972 Period Sa (sec) (g) 0.2 0.491 (SDs, Site Class D) 1.0 0.281 (SD1, Site Class D) Conterminous 48 States Latitude = 39.51627 • Longitude = -121.60287 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 0.537 (Ss, Site Class B) 1.0 " 0.214 (S1, Site Class B) 2414 N. 1325 E. ' Lehi, UT 84043 Job Name: Job # Scot, Hofer 07-028 JEJ�� I,hI1 P:801-768-0361 Designer MCM -768-0 a. 4/18/2008 Continued - Lateral Analysis 2006 CBC 1 Story 6.2 Seismic: Based on ASCE 7-05 Eq. Lateral Force Procedure Design Criteria Length of Analyzed Section: L= 40 ft Roof Live Load LL= 20 psf Width of Analyzed Section: W= 30 ft (20% LL if over 30) LL20= 0 psf Roof Eave Height H= 10' ft Roof Weight Wr= 6000 Ib Roof Dead load DL= 5 psf Site Class D Sds: (2/3*Fa'Ss) 0.49 Fa: 1.37 Shc:(2/3`Fv`S1) 0.281 Fv: 1.972 Resp. mod factor Trans Rt= 3.5 Ss: 0.537 Resp. mod factor Long R1= 2 S1: 0.214 Importance factor 1= 1 Seismic Response co. Tran (Sds/R/1) Cs= 0.14 Seismic Response co. Lon Sds/R/1) Cs= 0.245 Seismic Loads: hp Vwt L JH/2 Vwt= 28.03 plf W Transverse (Perpendicular to ridge): Roof Diaphragm Weight: Wd= 6000 Ib Wall Weight (both sides): Ww= 2000 Ib Seismic Base Shear: Vbr— 1121 Ib Maximum Diaphragm Shear: Vrmax= 560.5 Ib hp Vwt H/2 W Vwt= 35.03 plf L Roof Diaphragm Weight: Wd= 6000 Ib Longitudinal (Parallel with ridge): Wall Weight (both sides): Ww= 1500 Ib Seismic Base Shear: Vbp= 1051 Ib Maximum Diaphragm Shear: V max= 525.5 lb w Apr 18, 2008 at 3:51 PM Lateral Analysis Truss30x8.r2d Company Apr 18, 2008, Designer 3:51 PM Job Number Checked By: Basic Load Cases BL Q Description Category X Gravity Y Gravity Jin t Point Distributed 1 1 .1 1 LL I I 1 1 1 1 1 Joint Boundary Conditions Y rLe/inl v nfinl 1 N1 Reaction Reaction A .65 3 M3A 2x2x14Ga 6.25 Lateral p, N5 Lateral IS 0 " �_-, 7 M7 2x2x14Ga 6.25 Lateral gag -1-4 ME 2, -0a"z, --,4 "A LaEeral 5 N10 Lateral 47' 311 *7 4� .31'. f W ;LaWfal Hot Rolled Steel Desi-qn Parameters I nhal Ghana I onnthr I h-niarm I h-inrf+l i -- t— i n— Knt Le—a W -in e,— rk n..+ � 1. o..,�.. 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TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In. (mm) Ft. lbs. (Nm) In. (mm) 3/8 (93) 25 (33.9) Lbs. (kN) Lbs. (kN) lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. NN) 1/4 (6.4) 8 (10.8) 1-1/8 (28.6) 2,840 (12.6) 1,180 (5.2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) 6,620 (29.4) 4,480 (19.9) 6,620 (19.4) 1-15/16 (49.2) or 2,100 (9.3) 1,680 (1.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) S (127.0) WW 3045.5. or 5,960 (26.5) 2-1/8 (54.0) 9,140 (40.1) 2,260 (10.1) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3/8 (9.5) 25 (33.9)_ 1-1/2 (38.1) 1,680 (7.5) 1,320 (10.3) 2,240 (10.0) 2,620 (11.1) 2,840 (12.6) 3,160 (14.1) 3 (76.2) 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (17.2) 4,500 (20.0) 4 (101.6) WS -Carbon or 4,800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 12 (12.7) 55 (74.6) 2-1/4 (57.2) 4,660 (20.7) 4,760 (21.2) 5,100 (22.7) 4,760 (21.2) 7,040 (31.3) 7,040 (31.3) 4-1/8 (104.8) WS -G 4,660 (20.7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 (152.4) Hot -Dipped Galvanized 5,340 (23.8) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) 6.580 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,720 (43.2) 9,616 (42.8) 5-1/8 (130.2) 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 7-12 (190.5) or WW -304 S.S. 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 3/4 (19.1) 175 (237.3) 3-1/4 (82.6) 7,120 (31.7) 10,120 (45.0) 10,840 (48.2) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) or 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) SWW-316S.S. 10,980 .(48.8) 20,320 (90.4) 17,880 (19.5) 23,740 (105.6) 13,580 (104.9) 23,740 (105.6) 1/8 (22.2) 250 (339.0) 3-3/4 (95.3) 9,520 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6.1/4 (158.8) 14,660 (651) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (203.2) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 (406.7) 4-1/2 (114.3) 13,940 (62.0) 16,080 (71.5) 20,180 (89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 1.3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) .9.12 (241.3) 18,700 (83.2) 18,680 (127.6) 16,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. For Tie -Me Wedge Anchor, TW -1400, use tension data from 1/4' diameter with 1.1/8" embedment. For continuous extreme lose temperature applications, use stainless steel. Ultimate Tension and Shear Values (Lbs/kN) in Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc = 3000 PSI (20.7 MPa) LIGHTWEIGHT CONCRETE FILL In. (mm) Ft Lbs. (Nm) In. (mm) fc = 3000 PSI (20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 3/8 (93) 25 (33.9) 1-1/2 (38.1) WS -Carbon or 2,120 (9.4) 3,720 (16.5) 1,900 (8.5) 3,160 (14.1) 3 (761) WS -G Hot -Dipped 2,940 (13.1) 4,240 (18.9) 2,840 (12.6) 4,000 (17.8) 112 (12.7) 55 (74.6) 2.1/4 (57.2) 3,600 (16.0) 7,040 (31.3) 3,400 (15.1) 5,380 (23.9) 3 (76.2) Galvanized 4,720 (21.0) 6,620 (29.4) 4,480 (19.9) 6,620 (19.4) 4 (101.6) or ----- ----- 6,920 (30.8) 4,800 (21.4) 6,440 (28.6) 5/8 (15.9) 90 (122.0) 3 (76.2) 6,000 (26.7) 9,240 (41.1) 4,720 (21.0) 5,500 (14.5) S (127.0) WW 3045.5. or 5,960 (26.5) 9,280 (41.3) 6,580 (29.3) 9,140 (40.1) 3/4 (19.1) 175 (137.3) 3-1/4 (82.6) 7,160 (31.9) 11,600 (56.0) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 1 SWW-316 S.S. 8,900 (39.6) 15,920 (70.8) 7,040 (31.3) ----- ---- • Abwable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. ffwPA Hng 8/07 1-800-899-789038 www.itwredhead.com , • BRED HEAD Submittal Information ANCHORING SYSTEMS Recommended Spacing and Edge Distance Requirements for Tension Loads* ANCHOR .. Recommended Spacing.and Edge Distance EDGE DISTANCE - Requirements for Shear Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE MIN. EDGE DISTANCE SPACING MIN.ALLOWABLE DIA. DEPTH TYPE REQUIRED TO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPACING BETWEEN In. (mm) In. (mm) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS In. (mm) In. (mm) WORKING LOAD APPLIED=.60 APPLIED =.20 WORKING LOAD LOAD FACTOR 2 (50.8) 1 (25.4) In. (mm) In. (mm) In. (mm) In. (mm) APPLIED =.40 1/4 (6.4) 1-1/8 ' (28.6) (49.2) 2 (50.8) 1-5/16 (33.3) 1 3-15/16 (100.0) 2 (50.8) (98.4) 1-15/16 49.2 WS -Carbon 1-15/16 (491) 1 25.4 2-118 3-7/8 (98.4) 1-15/16 49.2 3/8 (9.5) 1-112 (38.1) 2-5/8 (66.7) 1-3/4 (44.5) 81.0 5-1/4 (133.4) 2-5/8 (66.7) 3/8 (9.5) 3 161 or WS -G 3-3/4 95.3 3 (761) 1-112 (38.1) 6 (152.4) 3 (76.2 1/2 (12.7) 2-1/4 (57.2) 3-15/16 (100.0) 2-9/16 (65.1) 3 (76.2) 7-7/8 (200.0) 3-15/16 (100.0) 6 4.1/8 104.8 Hot -Dipped Galvanized 5-3/16 131.8 3-1/8 79.4) 1-9/16 39.7) 6-3/16 157.2) 3-1/8 19.4 5/8 (15.9) 2.3/4 (69.9) 4-13/16 (112.2) 3-1/8 (79.4) 6 9.5/8 (244.5) 4.13/16 (1221) 76.2 5-1/8 (1301) or WW-304S.S. 6-7/16 (163.5) 3-7/8 (98.4) 1-15/16 (49.2) 7-11/16 (195.3) 3-7/8 (98.4) 3/4 (19.1) 3-1/4 (82.6) 5.11/16 (144.5) 3-3/4 (95.3) WS -Carbon or 11-3/8 (288.9) 5-11/16 (144.5) (39.1) 6-5/8 168.3) or 6-5/16 (160.3) 5 127.0) 2.1/2 (63.5) 9-15/16 252.4) S 127.0 7/8 (22.2) 3.3/4 (95.3) 6-9/16 (166.7) 4.5/16 (109.5)13.1/8 57.2) (333.4) 6-9/16 (166.7) 4.1/2 6-1/4 158.8 SWW-316S.S. 8-112 (215.9) 6-1/4 (158.8) 3-1/8 (19.4) 12-112 317.5 6-1/4 158.8) 1 (25.4) 4-1/4 (108.0) 7-7/8 (200.0) 5-1/8 (130.2) (130.2) 15-3/4 (400.1) 7-7/8 (200.0) 1-15/16 7-3/6 187.3 7.1/16 10-1/16 255.6 7-3/8 187.3 3.11/16 93.7) 14-3/4 314.7) 7.3/8 187.3 • Spacing and edge distances shall be cbvlded by 0.75 when anchors are placed In structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances. Recommended Spacing and Edge Distance Requirements for Tension Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN.ALLOWABLE DIA. In. (mm) DEPTH In. (mm) TYPE REQUIREDTO OBTAIN MAX. EDGE DISTANCE 9 WHICH THE LOAD TO OBTAIN MAX. WORKING LOAD SPACING AT WHICH THE LOAD FACTOR WORKING LOAD FACTOR APPLIED=.65 In. (mm) APPLIED =.70 In. (mm) In. (mm) In. (mm) 1/4 (6.4) 1.1/8 (28.6) 2 (50.8) 1 (25.4) 3-15/16 (100.0) 2 (50.8) 1.15/16 (49.2) 1-15/16 (49.2) 1 (25.4) 3-7/8 (98.4) 1.15/16 (49.2) 2-118 54.0 1.5/8 (41.3) 13/16 20.6) 3-3/16 81.0 1-5/8 41.3 3/8 (9.5) 1.112 (38.1) 2-5/8 (66.7) 1-5/16 (33.3) 5-1/4 (133.4) 2-5/8 (66.7) 3 (76.2) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (76.2) 4 101.6 3 76.2) 1-112 38.1) 6 (152.4) 3 76.2 112 (12.1) 2-1/4 (57.2) 3-15/16 (100.0) 2 (50.8) 7.7/8 (200.0) 3-15/16 (100.0) 4-1/8 (104.8) WS -Carbon or 3.1/8 (79.4) 1-9/16 (39.1) 6-3/16 (157.2) 3.1/8 (19.4) 6 152.4 WS -G Hot -Dipped 4-1/2 114.3) 2-1/4 57.2) 9 (228.6 4.1/2 114.3 5/8 (15.9) 2-3/4 (69.9) 4-13/16 (122.2) 1-7/16 (61.9) _ 9-5/8 (244.5) 4-13/16 (1221) 5-1/8 (130.2) Galvanized 3.7/8 (98.4) 1-15/16 (491) 7.1/16 (195.3) 3.7/8 (98.4) 7.1/2 190.5 or WW.30455 5-5/8 142.9) 2-13/16 (71.4) 11-1/4 285.8) 5-5/8 (142.9 3/4 (19.1) 3-1/4 (82.6) 5-11/16 (144.5) 2-7/8 (73.0) 11-3/8 (288.9) 5-11/16 (144.5) 6-5/8 (1 683) . . 5 (127.0) 2-1/2 (63.5) 9.15/16 (252.4) 5 (127.0) 10 254.0 or SWW-316 S.S. 7-112 190.5 3-3/4 95.3 15 (381.0) 7-112 190.5 `7/8 (22.2) 3-3/4 (95.3) 6.9/16 (166.7) 3-5/16 (84.1) 13.1/8 (333.4) 6-9/16 (166.7) 6.1/4 (158.8) 6-1/4 (158.8) 3-1/8 (79.4) 12.1/2 (317.5) 6-1/4 (158.8) 8 203.2 6 152.4) 3 76.2) 12 (304.8) 6 152.4 4-1/2 (114.3) 7-7/8 (200.0) 3-15/16 (100.0) 15-3/4 (400.1) 7-1/8 - (200.0) 7-3/8 (1873) 7-3/8 (187.3) 3-11/16 (93.1) 14-3/4 (374.7) 7-3/8 (1873) 9-1/2 (241.3) 7-1/8 (181.0) 3-9/16 (90.5) 14-1/4 (362.0) 7-1/8 181.0) 5-1/2 (139.7) 9-5/8 (244.5) 4-13/16 (122.1) 19-1/4 (489.0) 9-5/8 (244.5) 8 203.2 8 203.2) 4 (101.6) 16 406.4) 8 203.2 -"'•I- I I,.w..,..,...r.--p- -uyuiwnyniLVIWIC1e.unearnnerpowuonMay ueusearorimermematespacing and edge distances. Combined Shear and Tension loading -for Trubolt Anchors , Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps/Pt) n+ (VsNt) n sl Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load 8/07 1-800-899-7890 39 www.itwredhead.com I� I I 1--Lj-J--L- --L- J -L -J= -L --1--1--i- 1--1--1--L_1_=L_1-_L_1--L-J--LTJ__L-J--1--1--1=-1--1--1-=1--i- 1--L--1--L-J--L-J--L-J=-L=J--�--I----I-- ^. 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L_ . - I - - 1 _ _ I -. _ I �- i LAUNDRY ROOM - High efficacy OR manual -on occupancy sensor�_'Ii __IiII ___ _ UTILIT__ _ MY ROO- Hi h efficacy OR manual -on occupancysen�r I I I O,_L_J.OINTERIOR �70sgrfHigh1_LL. J. 111 YORmanualoccupancy I I I _ I In01 W n --r r --r-1 OURDOORLIGHTINGATTACHEDTOBUILDINGS-High-I--r� _ _ -i----`-�-- 1 efficacy OR controlled by motion sensor w/manual-on/automatic off L_J.-=L=J==L_?J__J_--1_=1=_I_ _1= L_1__L=-1-_L'_J= 1--- L_J.I - �J=-� L- J - L- -�•n �- _I-- I --I-- I __ switchAND photo control I I - I I I I;~ - I t C I T �' rI I I I' I i ' 17, I I I 1 '=I _-1I- - �-r�L � - p- =1__ _1- L= 1�_L._J �._L_J _L_J__1_=1__1__I __---_-�__--=1_._.L�J-=.__LTJ-=-.Li_J,_-=-L'-J-=-1--I -1 =1=1- 1--1_I_=1=zL.=1==L�i-- I I I s l' I I I Imo( I I I t I I' I! I I I I I I I I I I I I I I I I I CONSTRUCTION SHALL I I I I I I I I'_ I _I I I. I I=1==t="=1-=fi'_-I _ _-fi-1=-t==f t=_ -T --T:- --c--,--T--,--7=- rt-' I � 1-- L�--1 L=11__L_J_.- L- tT_Lj- I I h I I COMPLY WITH THE ==I -=L --I--1 =-I 1-=1--1=-I-=1=- _=�1-= L 1= t —1 ?-L 1 L J r-- -_ - - RECOMMENDATIONS OF THE -- - `� r --'-Fr---- -- I ~Iii - I' GEOTECHNICAL REPORT. I I I I I I I I I I I x I C I I r I r I MCI,r,. -i-- --r - --iT -1- --1= t t= r t t -;-- 1,010 -;-'I; 10 1 I --1 _= I. --I =1�'=� =1 -=1.-- � --1=.- � __-- L:_ L = I L'y I =.1�� It ---------- I I' I I I I' I I 1 I I I I I I I I IT I I' I' I I I I I' 1 I I I I' I'• I I'1� 1 1 ~I I I�~I _= H==1�_�__,-��+h=4---1-----4_ I,_==1 _ I__I_I__=L_= I --I. I_ _ L ._ _I' L __I_ I _L.!_..1i=1= -I == 11- I _Iz _L'=. 1 f-'- I F. r,--I---r- �. -r--1: I I I � I 1 7--I -7 F--I,--� ; -I --r 1--r+ I. --�- I- I; -L� -1. �� 1...-� KN� i-_-i-_--_i-_-4: -_--,ii=�---�X-r_-TIC_T_-�f_=_. ---_' _ _�'`_ --r -_1_- - �1�i"'F-1__T..-_..1__T..__--T-'__i__ i-_� -r _• -.�-r--...r __ - -. �.�_ (_�-.�; -.�'_ -._ n��d l I/ —� __ --•—.�.i^I; I I I I I' I! I I I I I I I Ii I' I' I �; ___ I( l' I _ _. I _ I I I_ I I• I I: I I I I' I' I� I I' �2�Pf-�L� r'..,. i:'E' BUILDING T ! N OTE: 1 I PERMIT# 41 - D7%3 F== � �_, ----a--�.--�-_"PC 1L s.`�d�• �f PROPERTY OWNER IS RESPONSIBLE FORI SEE SOILS.REPORT FOR I. I. I, I' I I' I J ASSESSOR'S A7,3 =_� DETERMINING LOCATIONS OF PROPERTY LINES r T - 1--r--r--r--r--r--r-- PARCEL# I , SITE AND SLAB _ , IP�f�V_ __� AND EASEMENTS AND MAINTAINING REQUIRED h == - a--1--a----1=-L-�--- SETBACKS FROM PROPERTY LINES AND 1 PREPARTION 1 1 1 1 1 1 I It.JrI l'$`"9I` I EASEMENTS. A SURVEY MAY BE REQUIRED IF 1`-1-'1-T`l'--T-1-- LLL��j I I I I I I I I' I I I I I I I l_- I ;lSpp���J-=L=J== DETERMINED NECESSARY BY THE BUILDING I__1=_I-_v-1-�I_-1_=L�1�-_L--1--_L._1__L-J A`�.J � OFFICIAL. I hl„ I I I I I I ! `f-�' I I. I --4•=- 1 `Yr 1--r- 1 j _=L-=J.__L=J..L_J1.__L`-1L-L.-1--L-J-.-L- O.QQD��TY.J.--L-J-.-I -J_-_ -rt--r-�-=r--�--r-7--r--1--r--1--y---1--t--r-rt--r--r--r-�-=r-�--r-�--r-�-=fi=�--t--1--t--r-t--r-t=-r-�--r-�--r--1--r--1--fi-�--r-y-- I 1I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I QR,Y�OONRPY 00 Zn B10Mi1B18�': �E Swolz',4mr,,v ►1u117;� 9p �U OWNER A P N B PA_ Oq/� LICENSED CONTRACTORS DECLARATION 'under..I$Slled :. I hereby affirm under; penalty of perjury that .l'am'.Ilcensed ' provisions of Chapter 9 (commencing with.8ection7000) of Division 3 of .. Date 02/1,6/2006, APN: 030-.420 003-U00 the Business and�Professions Code; and my license is in full force and ' `effect. License Ca G ��" LicenseNumbe�.-i Z'� . Site Address 166.1 TEHAMA AVE ORO % Contractor/ `7 U Map Index Dat e• Description INSTALL NEW DELUXE HVAC OWNER -BUILDER DECLARATION '. I hereby affirm under penalty of perjury, that I am" exempt the _from Contractors' State License Law forAhe. following reason (Sec:,.7031 5 Business and Professions,Code::Any city• or, county: which requires aOWner WORKMAN TRACEY permit to construct, alter, Improve, demolish, orrepair any structure,.pnor to its issuance; .also requires' the applicant; for, such permit to file'a :1669 TEHAMA AVE signed statement that he or she is licensed pursuant to the provisions of "' OROVILLE CA ` the Contractor's State License taw (Chapter 9 commencing with Section _ 95965-30261 7000) of D,ivision.3.of,tfie_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 i hundred dollars applicant to a civil penalty of not more than five hu($500) ). ❑ :.I, as owner 'of the property, or my employees with wages as: their J" sole compensation; will 'do the,. work,, and the structure` is not intended or offeredfor saje (Sec. 7044, Business and Professions Applicant GALLAGHER'S:HEATING -& AIR - •Code::. The. Contractors':=State License Law does not apply to.an " PO BOX 35 ownerof property who buildsror improves thereon, and who_does ..: her such w0 rkr himself or oftfirough his or own, employees -herself provided that such improvements' are riot intended or offered for LOS MOLFNAS, GA '96055 ' sale. If however, the building'or improvements are sold within one year of;comptetion; the owner-buiider.wiil have the burden of 800-892-3b56 proving that he orshe'did not build or- improve for the purpose of.. , sale.).. p p rty,.-am ezGusivel contracting' with �'` ❑ . I, ,as owner of fh'e.roe y: g licensed.contractors to construct the project (Sec, 7044, Business _ and Professions Code..; The Contractors' State License Law ,.ContrBCtOr HEATING& AIR not apply to.an *owner of -property who builds or improves thereon, .GALLAGHER'S PO BOX. 35 and who contracts ;forsuch projects with.a contractor(s)'licensed pursuant to the Contractors' State License Law.). LOS MOLINAS, CA 96055 O I am Exempt underAhicle 3 of the Business and Professions Code j 800-892-3556 Date; Owner. ti WORKERS' COMPENSATION DECLARATION License # 777334. I hereby affirm under penalty of perjury, one of the following declarations O . I have and.will maintain a certificate of consent to self -insure -for - workers' compensation, as:provided for by Section 3700 of the -work Architect 'Labor Code; forthe performance. of the for which. this, ,permit is issued:Engineer: @-,I have and will maintain workers' compensation insurance, as . required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation ' insurance carrier and policy number,are: , Total Square k;O S:F Carrier: Policy 4: 3 'r (%JgSS' Valuation CensusCode EII 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 forthwith comply with those'provislons. Date: Applicant: t 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.AGENC.Y, —. Th de under.the applicable provisions.of,the.Butte-CountyCode 3ndlor, -, _ I hereby affirm that is a construction.lending agency for the :•' : performance of the work for which.this permit is issued (Sec 3097,C ' Resolutions. to: wo indicated above for which fees have been paidr; lI raj. _ ` � 1 ' Name: BY � Date 1 lir! lJ7U !' L PERMIT EXPIRES O -� ' Address. Date " I hereby:certify that use of this facility shall comply with Sections 25505; 25533, and 25534of the California Health'and Safety Code, which regulate the storage handling and.,use of Ki iardous materials. O -ice accordance with Section.19827.5 of Califomia 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•[have'read this application; that the above information is correct,'and that I am the ownerort he duly authoriz d agent of the owner. I agree to comply with all county and state laws ielating,to building.consWction. ,I acknowledge it is unlawful.to-alter the substance of any official form o document of.Butte County. thereby ' authorize representatives of Butte,County.to enter upon the above mentioned property for inspection p oses. C`Yl1r {• 1 Print Name.�CiiYil s Signature; Date: ❑ Owner+ : ❑ Contractor ElAgent for Owner Agent for Contractor . - B. C. Building Permit 01-16-04 pg 1 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION. AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION4: OROVILLE: (530) 538-1536 CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 AFEE WILL BE REQUIRED AT TimE QFAPPLICATIQN Website: www.buttecounty.aettdds *PLEASE PRINT CLEARLY** APPLICANT SIGNATURE For office use only' OWNER Last NameWorkman ame Address Te Gkc)\.)- D V l el StateCpr 4q -Phone Phone 2,44 Fax E-mail E-mail APPLICANT SIGNATURE For office use only' CONTRACTOR Name " Ctli0. h.er-' A - .Address PO � 35 C`tyLos Mb l aS State cA zi to os Phone 3 Phone 2,44 Fax E-mail E-mail lid. .7 .3 lass APPLICANT SIGNATURE For office use only' ARCHITECT/ENGINEER Name saVigG Address S City l State Zip' Phone Phone 2,44 Fax E-mail E-mail State License Number APPLICANT SIGNATURE For office use only' APPLICANT NAME Name G la saVigG Address P S City l • 05 State Zlp Phone 2,44 4 Fax E-mail APPLICANT SIGNATURE For office use only' Zoning Flood Zone I AZRA Yes No 00C. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: .. ' PERMIT NO. . B BIN >Y LOCATION AP# 42,-6 00a Prop" Address Y !wT y ► Cil Cross Street Sheriff WORKER'S COMPENSATION Policy Number . .-11 U6 13 S s s Carrier N hiring anyone other than license contractors, a cer8ticate of worker's compensation must be shown at the time of permit issuence. LENDING AGENCY Name Address + t?escription r Scope of Work: Sq.. Footage Structure Built without Permits U 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 required, 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 p --,Tait and no construction work has been done. Filing fees, plan check fees for work plan checked and other dtpartrnent costs are not refundable. la R"'ved bV. Amount : c Bldg TJ SRA Receipt # Sheriff �1 g SMIP J Date:J �'b� -- other � 7M.1 s _ 030-42-0-003` ROBBINS, LILLY 93-2219 M 1661 TEHAMA, OROVILLE CONTR : "AMERICAN, INTL FURNACE/SF 1 Y 71 All' 1 d i r c'' ,0 , Y= M COUNT T,'OF BUTTE - DEPARTMENT OF PUBLIC WORKS: :PERMIT NO. 7 County'Ceriter Drive - Oroville, California 95965 - Telephone: 916:538-7541 f APPLICATION ANO PERMIT ASSESSOR PARCEL NUMBER 01x420-003 ZONING BUILDING PERMIT OWNER LILLY ROBBINS TELEPHONE 534-7985 SQ..FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1661 TEHAMA AVE OROVILLE 95965 CONTRACTOR'SNAME ROF AMERICAN I1M 40131294-8928 TELEPHONE - CONTRACTOR'S MAILING ADDRESS PO BOX 706 SAN JOSE 95106 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS _ Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee - ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 1661 TFRAMAVF - 0 0V .1,R Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL:M'AP -Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities u Installation❑ 'Other ❑ Describe work: REMOVE & REPLACE FURNACE _ i Permit Fee $ Contractor ELECTRICAL_ PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 - 200A OR LESS Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the -Business and Professions Code and my license is in full force and effect. License No. Classification •ear .G ''�U 44-36. ❑ I, as the owner, or my employees with wages as their sole compen- 1, sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) F-1 1, 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.Ei 3.64 sq.ft. OR ACDNS, ( ACC, BLDGS. NEW U OUTLET NON•RESISIDD. BRANCH CIRC ITS @ 5.00 POWER APPARATUS h1 SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 , FIXED OUTLETS (RES] DOR Ex. OCCUp. P I 3.00 Temporary service . 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 r 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 15.00. Heating y• Coolin g Hood 6.50 Ventilation permit Fee $ • 00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence?of the granting of this permit. X f f �%, � .� ;; 'I :f 4_ _ Date Signature of Applicant - Owner g pp ❑ Contractor ❑ Agent/F] An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in,height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE ITOTAL FEE $ 24,00 HAz 1 OFEES I IMP I FLOOD CDF PARCEL PO HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Co?Je and/or resolutions to do / / // work indicated / above 1o.�,which fees have been paid. DIRECTOR,OF PUBLIC WORKS l By Date PERMIT EXPIRES Date—?//a- 47 V" � / stw - Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLD ENROD-APPL I CANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC M,8- PERMIT NO. 7 County Center Drive - Orovi•61e, California 95965 - Telephone: 941 APPLIGATION AND PERMIT A SESS20-003 OR PARCEL NUMBER 0�M ZONING BUILDING PERMIT OWNER LILLY ROBBINS TELEPHONE 534-7985 SO. FT. OCG`, BUILDING VALUATION OWNER'S MAILING ADDRESS 1661 TEHAMA AVE OROVILLE 95965 CONTRACTOR'SNAME ROF AMERICAN INTL 4081294-8928 TELEPHONE - CONTRACTOR'S MAILING ADDRESS PO BOX 706 SAN JOSE 95106 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1661 TERAMA AVE, OROVITLE, Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each flas water heater or vent 7.00 USE OF STRUCTURE SFJ] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S FG FW @ 15.00 TYPE OF WORK New ❑ Addition LJ Remodel ❑ Utilities ® Installation❑ Other ❑ Describe work: REMOVE & REPLACE FURNACE _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2ORLESS 18.50 2000A 0AOR LESS Main service 20GATO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business/PowER and Professions Code and my license Is In full force and effect. License .Jo. 57-11049 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. I DWELLING OCCUPM 3.64 sq.ft. OR ADONS. ACC. BLDGS. NEW CONSTRULTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 APPARATUS h) \SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 @ 76 Ex. OCcup. our LETS D APP(RESID )RE A.� 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. m I have placed on file with the County of Butte Building Department J� 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. MECHANICAL PERMIT FiIingFee 15.00 Heating 9.00 Cooling Hood 6.50 Ventilation penult Fee $ 24.00 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 County 01 Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequen o,f the granting of this permit. X __�Q���ij Date 7-1? signature of Applicant — Owner ❑ Contractor ❑ AgenkE] An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTALFEE $ 24.00 HAz I DFEES I IMP I FLOOD CDF PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provi- sions of the B Countya and/or resolutions to do work indic ed bove r hich fees have been paid. D E F PUBLIC WORK By .cam ate 7 i PERMIT EXPIRES Date Z.. 143607 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF,DEVELOPM ENT SERVICES* -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIELE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA S, HEET OWNER Proposed Building Use 0. 6/ _6Zy_/_dC&ing Inspector Date 03 time of it application, I was advised. the following, data must be submitted prior to permit processing a I nd/or issuance:...DATE =At PjEcEwED 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. ................ A. Engineered plans and calcs 3/4 sets, with wet signature on plans. • 5. Hazardous Material, Form. .......... ................ ........................ 0 6. Energy Design Compliance and supporting -documentation. ........ ........ 7. -Heated and A/C Bu j Statement of.Intent forNon Buildings. . 8. Engineered truss.details and layout in duplicate (required prior to plan cfiedk). 9. Mobilehome'data and rrianufactur'ers.installation'. instructions, 2 sets 10. Fees of $ ...................... ..... 11. ow ........ 7 ed e. Impact fees as sh n on. attached'sch schedule .......... 7 43. S California Department of Forestry, plan a0pr6vaVfee ......... �j Flood elevation letter (100 year flood) by California Engineer. ......... 14. Sanitation and plot plan approval Health Department 15. City of Chico plumbing permit. 16. plan business license approval from City of Biggs/Gridley. Plot PI ....... 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about, :(A) Improvements. (B) Drainage.� 19. Driveway permit (const ,� ruction-approvalrequired prior occulpancy).''L:"��-..'.-..�.,;t.".��.".,.�.,-.-",;.��:-�.r4,:;�L-."'I 20. Pre4 napection Pre -inspection for required .`_-�,',-.10 Building I Contractor's license information.. (No., Name, Style, Classification).' . 22.,.,Qertff icate of Worknians Compensation Insurance. ........ `7 wner-Builder Verification (Given to owner Mail to owner (eGorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. ........ L .............. ... 26. Copy of recorded deed of parcel creation and 60 right of way to a ' public road 27. Letter of intent on building', use. ........... ............... 8 - 2 . Mobilehome utility- clearance. ....... .............. .............. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road. improvements cotnp eted and (B) Parcel meets zoning" area frontage requiripmen s. 31. Existing violations/expired permi s.,.. 32. Plan check list. .'33. -34. -4� Wh6n you issue the permit, process as.follows Mail to owner. G"Mail to contractor = ` Telephone and hold for pickup at office . Deliver wdh inspector 'Other Parcel Creation Acreage Applicant Gil t ba te 7, Fr -Copy of Haz-Mat form sent, Health'Dept. Fire Dept. Air Po'lution'%L ate- .Copyf plans sent 0 Fire Dept. Other Health Dept. .��'Date B _y The foll owing data must be submitted prior'to permit issuance: (Circle new item not .6'ecked"above). d i permit for -I.: In'e above items No. 2. Additional items required: ,�2,,_Coritractor, designer, owner, was advised.of above required data by phone.- -ma C ounter 'Contractor, designer, owner, Was advised of'abo've.required `data by -phone "4L ounterby . rt Date i �'K�6ked by Plan 'c Plans approved by - Sets of plans on hold in Copy Department of Public Works File cabinet AP folder. COUNTY. OF�BUTTE - DEPARTMENT OF PUBLIC WORKS PERMITNO. 7 County Center Drive - Oroville, California 95965- Telephone 916 '538-1541 APPLICATION -AND PERMIT ASSESSOR 42 PARCEL NUMB R ji( _ ZONING - BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILIN s D6S CON RACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS /17, a 6J -5 OSG � 7; %AOta Fireplace CONSTRUCTION LENDER - - A14 UNKNOWN S�"•iJ Total Valuation $ V Filing Fee - $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECj 0 ENGINEER - LICENSE NO. : Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty. S . Bu }p/l0� /ADDRESS Permit tee $ PLUMBING PERMIT Filing Fee] 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME _ PARCEL MAP Water piping - - 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF�uplex❑ Mobilehome❑ Other • SPEGI FY Gas piping .system 1 - 5 outlets 5.00 - Building sewer 15.00 Mobile Home I. S . •G I W 1 .615.00 TYPE OF WORK New ❑ Addition 77 Remodel ❑ Uti litie�❑ Installation Other ❑ Describe work: E�ytoV," 14AI4 G4eC -LoCf%6. Permit Fee $ Contractor ELECTRICAL PERMIT,- Filing Fee 15.00 - Main service 600v OR LESS 18.50 200A OR LESS - Main service _20CATO.I000A1 37.50 CONTRACTORS LICENSE LAW - I de la nder penalty of perjury (check one): � 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 ❑ 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM 3.64sq.ft. OR. ADDNS. ACC. BLDGS. // NEW CONSTR.UL '.OUTLET 'NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. / / Ex. Occup\OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS FIXED PRESID IREA. ) 3.0 I - Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — 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. MECHANICAL PERMIT Filing Fee 15.00 Heating qo Cooling Hood 6.50 Ventilation pennli Fee S' Contractor I certify that l have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, nd expenses which may in any way accrue against a'd County in co segue of the granting of this permit. X Date %� Signature of Applicant — Owner E] Contractor [I Agent An OSHA q ion of Structures tover 3 storiesoin height'lons over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 2 HAz OFEES IMP ROOD CDF PARCEL PD 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. WHITE-O.P.W.. TCLLOW-A3OC3300. PINK -INSPECTOR. GOLDENROD -APPLICANT .. COUNTY OF BUTTE � t �� �`. � DEPARTMENT OF.DEVELOPMENT SERVICES ,�..��' Sia 1469`Mumboldt Road, Chico, CA ' (9161 891 2751 � - � �,' 7 County Center Drive; Orovme CA 1916) 538 7541 � � 747 Elliott .Road,, Paradise, CA' (916) 872 6307 , CORRECTION NOTICE 5- =; 6 / OWNER j PER IT NO y A routine inspection indicates that the'following violatFons,of Butte County OrdFnances}exist at the above address and should be corrected. Please notify thisaoffice when'correctio� of work, r � { is completed. If you have any questions pertaining to this matter or ed additwnal explanation !r Please contact.thFa office immediately 5 c 4 S• i Y 4�i rL a, z k JI t \yi :. . Date Inspector REV 10/92