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HomeMy WebLinkAbout042-100-06401 Building code violation 30 day Date: J -I o -o 3 f -w • F,+t luv,- to 4141- N s -E " .gin 1 042-10-0-064 99-2823 BPEM HART, Eric Cid - Rancho Arroyo Lane, Chico (new SF) Diversified Const - 01 042-10-0-064 00-1262 HART, ERIC 1505 RANCH ARROYO LANE, CHICO CONTR: DIVERSIFIED ADDITION SINGLE FAMILY 042-100-064 AG -02-45 ' ERIC HART 1505 RANCHO ARROYO LN CHICO CONTR: OWNER AGRICULTURAL EXEMPT BUILDING 042-100-064. HART, ERIC 1505 RANCHO ARROYO LN., CHIC II:Z CONT: SUNVALLEY SOLAR SOLAR PANELS 042-100-064 03-1940 HART, ERIC 1505 RANCHO ARROYO, CHICO POOL 042 -loo -064 LAND DEVELOPMENT SHEET FENVIRONMENTAL HEALTH CLEARARANCE PATE 1 MU --A," 0 IWO", a FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For insomme.Ca TowW User BUU*4 STREET AOORESS (kwkx IQ•,O 5 e Apt- CrTy and/or Bldg. No.) OR P.O. ROUTE AND Box NO. STATE �r[VrCJ�I T YC+1Na'1RJ17 (LA t10 pgf�a .ww.w.w•, . �w ��vw .ww.wrw. a�y� ��wr�....wv ny./ APN: 0 L 14 SULDQK' USE (W Resklalltlet. HonwvaWatl Additim Accessary. err- Use Cen1111a1Ma secAm It necessary.) w - sr - aas or q.T'al #e) u HAD 1927 L_.I HAAL D 11993 M: SOURIM: i—I US (TIAted t_..1 Uses erred Map u other: SECTION 8 - F'L000 INSURANCE RATE MAP (FIRM) INFORMATION e 1 • NPw coimsm kAmF- i COMMUNITY NUMBER I BL COUNTY NAME_ I K1- STATE HLIMUR )nA,r-A,4 YA rIr\�` EFFfrCTiVEIREI/^3ED DATE (Zona AO. use depth of IloodkV) 310. kndoate the somm of the Bess Flood Elevation (8FE) data or brise rood depth ar" ed in 89. L! FIS Pm6e (j FIRM Lj Conmwn1ty Detenrdned t&Odw(Describe): -Cor► "T! 311. lr dcow to dewation datum used for the StE in W. tW NM 1929 u NAVD 1988. (_, J 0aw (Describe): 3121st in a C�ABarrbr Resmn= System (CSRS) area or Otherwise Protected Area (OPA)? (j Yes LX No dir C - BUILDING 1.8utditp alellalans are based arc L Jf onstruetion Drawings• L-PWWq Under Ca ulruclion• Pnished Construction -A naw Bslldo Cwtkos vA be tegr W when mubucdm d the kA tg is conlpbta. � - &A tq Dram Number I_ (SaW we bolding diagram moat sirdar Soft bolding for which this eerti&xft is being completed -see Pages 6 and 7 9 no diagram acaralely repreaerlts we bolding. plsvide a *,ok l or pholograpW :3.81 01119 is —Zona Al -M. AE. AK A (*ft BFE). VE. V1430. V (wllh SM. AR. AMI` APJAE. AR/A1,490. ARIAK AR/AO Canplelt+ Naas C3aa below aooadrg.lo the bolding diagram spedbd in Item C2. Stale the datum iced. Uwe dolurn is dite m from fie dd m wed forthe 13FE In Secdon S. oo wwt we datum b wet used for .#* BFE Show field maast met and datum mmeraion alaAadon. Un we space provided or to Co untir s ansa d Section D or Section G. as appropriate. b doarnant to dO m conversion. Dattan L 16Lrh R 'Na 1aanoa mirk L Oees we ewva*m Iden um used appear an Ito FIRM? Lj Yes No 0 a)Tapdblklor -*ftw In&xkq bassltlsnrtaren dooLn) 1 S R.(nQ sl �flrsslQ 0 b) Top d Tara Nghw floor A _ f4m) a Q O d Boom d lowest hotla7ontal struclurg member (V nines only)`� ` 0 d) AWW 11rage (top d deb) _ R(mI z O e) Lowest d — odotl d tnadllnety srdlor "* nwd um) serNdng ft briding' 4-LLi o. 2 o 4 Lamed ats).oent . 1 S l0 a(m) �2J1( 0 g) Hgtssa;a'gas *M) IVIOhNadPeawtopenigsloodveb wihn1 R \ ry 0 ,� Total alas d d perawwrtR e*enirlg s (flood �+M) SECTION D - StNtWEYOR. ENGINEER, OR ARC11f TELT CER; IFCATION This oer01, Y b be signed and sealed by a land surveyor. engine or ar aft auewrfmd by law b cod fy elevation k*xn atl m f arlfjr That rn iib ..mit it Sections A. A and C on Mtts ardiif, ! nigra we ny beef eftft b idwprd Uta daubava9abk. 1 udrssrdrWWW fafsa staid, I,P be lino or under 18 (AS. Cods. See6n 1001. CERTtAERs NAAAE S �C+PG YY UCENSE NUMBER TITLE G 1 V 1 t, C� G 1 y1 -e -e rz coMPANY NAME -�-�► ��Y „C-.L-i,'WQobc • ) 6 ADDRESS .1 O CITY . STATE CA ZIP CODE Q S SIGNATURE DATE TELEPHONE ISO, S3U— $g -oyo CFUAA r -we A1.31 4.OQ RPM A(^FC Al 1 PQF1/1r11 K 1=rW 1(V1LC �ORTMfT: 1b ham Secdon A. mttmenmCompenythm. SECTION D - SURVEYOR. ENGINEER. OR ARCHf i EGT CERTTFMATM (CONTINUED) Copy both sides of #6 Ebvadm Certlficate for (t) carrtrtr* dridal. fz in rands soerdconamom . and (M butldino owner- LJ Chad( here if adedtnerds . SECTION E - BUILDING ELEVAMON INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WnMOUT.f3Fq FOr Zona IVO and Zorn A (wall SFE). complete Items Et staph E3. if the Bevad0n Cartffkate h kftnded lbr use as auPPW ft rfrlbralWm bra LONA orLOWF, Secft C must be -- F OWs E . . Ei. fkapratn Number_ j_ (Select the b k&V dtV m most siadw to the bAft toy which 'INs 111 -.1 e is YbatnD =npletad - see popes a and T. K no dapranl aoarably rept Ass b be buiidnp„ provide a alastch ar E2 The by d be bot0om Iw orckxkig basanmt ar enckoze) of the bukaV b -r-� 1L(m) cm) 4�q above a I— J below (dladta OfwbYaiaata4aosrt1 gads. ,. . E3. Far Kota AO a*..I< no fbod depth number is available. Is ON top Offt bottom Soor ebvated In accordance with the comtr><riity's ord wwO? U Yes U No U Ur*owm The bcd official nwd aeAHyfhb I dm..m lom in Sedom G • SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) C19i I RrATION The ptopery Vmw or aurora a Awrtmd represersative wfo r g Ipmstes Sections A. S. and E for Zone A (wibout a FEMA43sued or cor!snrrgflewlad 8F14or Zona AO must aipn he% PROPERTY OVM*= OR OMVNEWS AWHORIZED REPRESENTATNE'S NN4 ADOFAMS CITY STATE ZP COOE SIfi1M11AE DATE TUEPtONE COMMENTS . sECi10N G - COMLSO TY &FORM7101(OPTIONAL The bol oliddwho b aulhortaed bybio a ardrwrloe b adrtirbtarthe oonnilrlib/s tfoodpfair miarlapenl I - ar+dkfanoa con compk. ft SadomA. B.C(or4 and G dbfa fBav-gon CwmcdL Oonplab Sia a fpicabla tftslir(s) and dpn bdovr. 711airfoiplslion 168 mmm'C was Callen Tam abardoax anIndon bathos been dpned and boased by a lcansadsurveym. • arrpilaar arard>wactwho 6 aulhmtmd by Oft abd•bw to=* Mavmuon Inbmalbrl. (In ioita"muce and data dbe alai■Ioadb in bs Oanmants area below:) GZ L J AaaT m*dbdd oonpiabd 81e9on Elora br8drp boabd h Zons A (M*hoilt a FEMA•bauid or oormllriyasauseGFO a ZamAOQ' '- G& LJ Tlateloabrp bfomlaffal (Wm G/ -0p) b provided torconvm,* toodirlah rTwopenrent purpaft G1.t+ iMS6ER �. MUM OL DAIM amOF ANCY .. ter- Ai pamat Ira ban bem i .. )„� Naw �i0rlabllCffOn SrbatanOd.bpl Gd. f8avabrrdaa•Otlbwttoor (Ir1rkldirrp babmienQ dflar0 : ' : ' . . . GL6FE*ar4hZ mAQ1d dBoodirrpattml i t0sralm .. • �: A' R& Fftm *1-t1 Y Ira AA " , : ;-w.�,�w`..�r.� i•. D TE .. erns -_—�-- COUNTY OF BUTTE - DEPARTMENT -OF -DEVELOPMENT SERVICES, BUILDING -DIVISION -- 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 Eric Hart 1505 Rancho Arroya Lane Chico CA 95973 0 RE: Ag Exempt Permit DATE: May 28, 2002 A.P. # 042-100-064 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building -Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50V subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road other: Please see attached Should you have any questions concerning the above, please contact of this office. _ MCV:ahb very t el C. Vieira, C.B.O. ger, uilding Inspection I r r { A large portion of your property is within F.E.M.A. floodrd zone. Please provide a za detailed, dimensioned, plot plan drawn to scaleshoei ocation of your proposed agricultural exempt building, and a Flood Elevation cate, both completed by a civil engineer licensed to practice in the State of Califo '-a: In researching your file, I noticed that yot a similar process when your residence was plan checked in 1999. At thaVoce homeowner was simply required to show that a residence would be constructed oflood hazard zone. Since that time, Federal Emergency Management Agency and Department of Water Resources flood hazard zone compliance regulations have become much more stringent and restrictive. A Flood Elevation Certificate is required in most cases where a property encompasses areas of a flood hazard zone. Al - vN /1�vn G� ,.. •rvr. ryl r �w pt�} .4, 02--01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • " roville, California 55965 • Telephone (530) -754 E IT (Rev. 12/96) APPLICATION AND PERMIT (' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER FRIC HART TELEPHONE 1892-1200 SO. FT. OCC. BUILDING VALUATION -3876 209,304 . OWNERS MAILING ADDRESS 242 BROADWAY, STE 11, CHICO CA 584 in 5ig CONTRACTOR'S NAME DIVERSIFIED CONST TELEPHONE 391 5 1 083 CONTRACTORS MAILING ADDRESS CIITWTfl tMNTIES BANK Fireplace 3,000 LEN11r] IJN§Q�[} $,S ROAD �Jp��f� f���Y Total Valuation $ ARCHrr,fzl`1 Er,IE LICENSENO6 Filin Fee $ 20.00 Permit Fee $ , 094__.5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 711.43 BUILDING ADDRESS 1-505 RANG140 ARROYO LANE, CoNIGO Energy Plan Checking Fee 5 23.00 PERMIT FEE $ 1,848.93 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [i Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 18 7.00 126.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK Newer Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 15.00 Buildingsewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 206.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LE ) Main Service 20.AORLESS 23.00 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i UII force and effect. License Class Lic. No. ` 72 ` 3 -7 7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCU �, SO OR ( • 3.5¢FT: 156.10 cors. MUAOTco��+ Npµq�,p, U. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. ounEr OR ARES BAL Q':So Ex. Occup. ours R6 D.°EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 222.10 MECHANICAL PERMIT Filing Fee 20.00 Heating 2 30.00 Cooling Hood 6.50 6 50 Ventilation 27 00 PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) ertify that in the performance of the work for which this permit is issued, I shall rn( ot employ ny person in any manner so as to become subject to workers' compensa n aws of Iifornia, and agree that if I should become subject to the workers' ti provisions of section 3700 of the Labor Code, I shall forthwit o y se provisions. /J //raj ��j X Date �6 / / Signatur of p ant Owner Contractor ❑ Agent An OS A p mit is required for excavations over 5'0" deep and demolition or construction4/3/00 of str ctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 occ 3 CONST. PE TOTALFEE$ , 436. 3 HA2-. _ I P FLOOD COF P PD D LIE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By44E�7Date PERMIT EXPIRES ON 4/3/01 Date ReceiptNo. 280682/2175.51//240.87/286448 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ® J � "'. '•'""-'w�r."a?'t.�-�'�'.► ��r+��� 'b�/` 4� s 1.,� f•.r °Yv s,��fr�:=r•,.:...�:ti,l.r �-,..• i»;_,.. _���r% ". .rte . tin i COUNTY'OF BUTTE-'DEPARTMENI IF DEVELO'P1 -47,-47,V E'1VT fSE°RVICES - BUI NG DIVISION /r COUNTY CENTER DRIVE - OROVILLE, ,CALIFORNIA 95965 - TELEPHONE (5"8-7541 8-7541 tsi PERMIT APPLICATION DATA SHEET OWNER: t7fLdC 14A /L ASSESSOR PARCEL NUMBER: (� N 2 U U - y G y Proposed Building Use: M E LJ < f . Building Inspector. Date:17- —) to --S' S At time 'of permit application, I was advised the following data must ,be submitted prior to permit processing and/or issuance: ' t Date Received By El1. All items have been submitted.----=---------------------------------------------------------- y =------------------- r J 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------- ------------------- 04. Engineered plans, 3/4 sets, with wet, signature on plans. All engineering must be shown on plans. ----- `- ❑ 5. Engineered truss details and layout ui duplicate (requir r-t'd plait review) No faxes! --------------===- L [� , ❑6. Energy Design Compliance and supporting documenfalio . ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Fo= ------------------------------------------------------------------------ 10. anufactured Home data and installation instructions including Tie Down Specifications. Feesof $ ------------------------------------------------------------------- pact fees as shown on the attached szheduie^=-----------°°"-=-------------- --------------- ❑ 1 . California Department of Forestryplan approvaL/fees.------------------------- --------____ h ,. ood elevation certificate. -------------------------------===:^---=------------------------------- 4. Sanitation and plot plan approval - �_r1._Health. Departm t. -----------! -=----------- 15. City of Chico plumbing permit. ------------------------------------- -------------------------- 0 ------------------------ ❑ 16. Plot plan and business license approvalfit the City of Biggs. ---------------------------------- ❑ 1-lamm�g approval for (A) Use: (-,)�/ (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, El Drainage, El Legal Parcel. ----------------------- Ell 9. Encroachrri�nt Permit for driveway (construction approval prior to occupancy). -e h V ______ `s _ ________ 020. Pre -inspection for i required Request to Building Inspector on (Date) 021. Contractor's license information. (Number; Name Style, Classification). --- I ------------------------------- 022. Workers' Compensation carver and policy„number.--------------------------------------- d -------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).-------------- ❑�,4. Letter of signature authorization.-------------------------------------------------------------------------------- jr, S, I5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- '4 r3 /'6D ❑26. Letter of intent on building use. ------- ------------------------------------------ ------------------------------ ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- 028. Existing violations and/or expired permits. ------------------:---. ----------------__ _ f ❑29. 1143 A, ❑Grantbeed, ❑ M:H. Title, ❑ Check to H.C.D $ :... , ___________A- 030. ❑ 3 0. Other: ti When you issue the permit, process as follows ail to owner, ❑Mail to contractor. , Telephone C/7 Z L U ( j and,hold for pickup at C, Ir 1 U office. v wi inspector. z+ STRVC T bx P 4.3/3 //0 Applicant:' Date: Copy of Haz-Mat form sent ❑ Health Department, ❑'Fire Department, p Air Polluf n D By: Copy, of plans sent ❑ Health Department,- ❑ Fire Department, ❑ Oth By; 1. Index permit application for the above items numbered:ZA5 &fian Check List 2. Additional items required: _ "Contractor, d igner, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division countet, by Date: Contractor, desi er, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter; -by`' • • Date: 4 Contractor, deni er, owner, was adv�� d d of the above required by ❑ phone, ❑ mail, C3 Building Division counter, by ">4 Date: { Contractor, designer, owner, was ad A of the above required data by ❑ phone, ❑ mail, ❑ Buil counter, by Mate: • Plans reviewed by: i 'a, Date: Plans approved by: Date: ADO Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll,....!•,..... T ----'- E.H. USE ONLY Plot Plan Attached Floor,;Ien A,tta&hed�— Sent to B.G. TO: Building Department FROM: Environmental Health. SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal J Clearance for dwg[ling. Otopr Hold final for: Water Supply: Public Private Well t� Final clearance O.K. for: `— NOTE: t � / Environmental Health Specialist 8/96 Date COUNTY OF BUTTE r DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE td 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ &_r2. SCHOOL DISTRICT FEES C in c U (paid at District Office) Lk3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $_3 /4,0 . ev Units Commercial (sq.ft.)... x $0.03 = $ A.P. # 10 O —04 DATE / 2- RECEIPT # DATE REC Sq.Ft. &�4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $� #Units Amt. Commercial (sq.ft.) .. x =$�# Sq. Ft. Amt. 5. RECREATION DIS CT FEES (paid at District Office)//8'q', c;p C/ e7-rl -t0 Owti�i '�i�✓ iQCG — 6.. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTIONAND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Baftalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I wA advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed durr g tie plchecg process. APPLICANT DATE / -1 Pursuant to Government Code Sectioti 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 ays from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) i ;. .k � ;i"T.'�.�-.....,,�F,....�.�f,.+.,-ti;•rr^s`i,,,�ny- ij%,..Y.�=yr� r•.t+" �-:I"y�''�`�+b�i�.'�i'.:�: �:""-�:.TR�-►9G'�'�'ii' "+�i' "we'e �'�. T�. .'�. COUNTY OF" BUTTE :DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D VI ION ' 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 'E/• PROPOSED BUILDING USE lvC w ) r� 1. BUILDING PERMIT FEES -- Balance Due ................ $ 9 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee .... $ 2. SCHOOL DISTRICT FEES C (paid: at:Districf lOffice) J�3. SHERIFF FEES (paid at Building Division) ` Residential ........ x $360.00 = $ 60 ,-o . Units ( �p� Commercial (sq.ft.)... x $0.03= $ Sq. Ft. 4 �4. URBAN AREA FEES (paid at Building Division) / Residential (per unit) . ')4''_ z = $ r #Units Amt. Commercial (sq.ft.) .. x =$� • 4; Sq.Ft.• Amt. 5. RECREATIO DIS CT FEES (paid at District Office)//8'9; 00 .Q r7'✓l -�,v O w -, •e.- f 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At •tf me, of permit�app)1Jc�a�ion These fees may be changed d APPLICANT Cb Q A.P: #' 412— /� D t✓ DATE / 2- /6 RECEIPT # DATE REC ss, It AN + t the above fees are required to be paid prior to issuance of the building permit. :he.4g process. , JTE t wr >. wg /,� v f ) I Pursuant ,to Governmen�Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above mays have been, imposed on your project. Youfihave 90/da s from the date of approval of the project or from the imposition of the above mentioned rterrt's during which you may P 1 Y PP P 1 P g Y Y protest. Th6kT uirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner ( } f (Rev. 2/97) COPY of Document Recorded AND WHEN RECORDED MAIL TO: 03 -Apr -2000 2000-0011925 BUTTE COUNTY BUILDING DMSION Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95%5 BUTTE COUNTY RECORDER 1r 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: Chao 1"'I Date �� 7 ' U o State of California ) County of ) On ?LY3 7-000 before me, IP /JO Y ' d/ Vto L 13 J 0-141Zx? No personally appeared_ —'F/rJ e _ A pg r personally known to me (or proved to me on the basis of satisfactory evidence) to be the pfrson(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 signature(s) 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. Signature Z� Seal: >`• RUDY A. RINDLISBACHER � cli Comm. #1148759 c `QVMy Notary Public - California X70„ oButte County ^' A.P. # (.� Z% — l �Ei ti( :( Comm. Up. July 26, 2001 > *. t YCl( ):_) ICY 6i61N.�. APSSB ' IQA CN b41',,4m o n99d ton vxH I snipl7o iM9003H YTHUO3 3TTUH (Rev. 12,'96) CA1� V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center'Drive • Oro016, California' 95965 • Telephone (530) 538-75 P RMIT NO. APPLICATION AND PERMIT �2—_ 's— t- S ESSOR PARCEL. NUMBERO ... v YYY 20NIN0 i BUILDINGVR IT o'p -190 OWNER EI -I L 14,412 T TELEPHONE it —/ L U U P SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2y z 8ILo,-Uwn- StE I CHICU C14. ,� v S/Z.e CONTRACTOR'S NAME^� TELEPHONE ✓f Ve11_S Fye U C()✓vS r/Z fiC/�tG �iSZ -/ LG S 00 CONTRACTORS MATING ADDRESS c v CONSTRUCTION LENDER LENDER'S MAILING ADDRESS pf C�I�[li�L� lid .. Fireplace «('moi 1 t SCD Total Valuation $ S ARCHITECT OR ENGINEER (>Nn , &X t%/ LI ENSE NO. Q a Q Filing Fee $ 20.00 Permit Fee 0`j • SU $ ARCHITECT OR ENGINEERS MAKING ADDRESS Aj J& ttn S f C r C U C Plan CheckingFee $ BUILDING ADDRESS �ZHti.IC-fits /L2G U � ,v�' Energy Plan Checking Fee $ Z31 Oro C GI t t CA % S S% $ PERMIT FEE $ LAT NO. !3� SUBDIVGIONS NAME 1 PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap % 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1.5.0-101 Each as water heater or vent 15.00 " TYPE OF WORK New Of, Addition ❑ Remodel ❑ Udlities ❑ Installation ❑ Other ❑ Describe Work: /V6 VJ /Icw F_ Gas piping system 1 - 5 outlets 15.00 1 q-0-0 Building sewer 15.00 a+v Mobile Home I S I G I W Ca20.00 Mae PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800OR LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. c License Class Q Lie. No. Z G 3 S Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO tOOOA 46.00 .00 NEW CONST. DWEl11NG OCCUP. OR ADDNS. ( z AcG. BLDs. S° 3.5Qs; 10 =Fr,.,p ' MULTI -OUTLET @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR Ex. Occup. OUTLET OR PICTURES zL p I'00 BAL Q .50 Ex. Occu . Du Ds AEsID.LNS °ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 • 10 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compo satin laws of California, and agree that f I should become subject to the work ' m sati provisions of section 3700 of the Labor Code, I shall fo th pl w' ose provisions. X Date /Z -M_C _ Signa re of Applicant - ❑ Owner Contractor ❑ Agent An 0 'HA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating p'� Cooling La Hood 6.50 50 Ventilation .5 0 .;-7, PERMIT FEI_ $ Mobile Home Installation Fee $ Energy Inspection Fee$ Iw rr 7 TO L FEE $ ( ,,� D M D cDP c D ISSUE -- This permit is hereby issued under the app s t of the Butte County Code and/or Reso indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Do to) Receipt No. 2i .-B. 0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT S 3 � a A •' BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) Property Owner G Y i C:. �--� G ✓ Project Location/Address t"f �.ckM h �� {�VQ�(�) Lc_) - i Subdivision Lot Numbers) 4 Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number. of Dwelling,Units,. CIO k _, A,._ z . v 'Comment: Building Department Repr6s.6-ntdtive Date Chico Area Recreation and Park District(CARD) certifies that z2�41.1 4I11 son /96 � (Applicant Name) (Phone Number) (Street- Address) ` - ' R �, A A - (City) (State). (Zip C066) - has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ .$1,189 for` total payment' of $ , SCS%. CARD Representative PAID BY CHECK NO. REMARKS: BANK NO. Q O ^ SO4 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) IlD 0Q Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 0 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t School District n i C U Building Department No. A.P. Number %O — Q to Jurisdiction: City. County Property Owner Property Location/Address Subdivision Residential Development Commercial/Industrial Building Department New Addition Lot No. ......................................................................................I........................... Sq. Footage 3 f� Addition/ *Supplemental to (Group R) Conversion Permit # `(No foundation inspection): :..............................:.................................................................................. Sq. Footage ' (Including Exterior Roofed Areas) /2 2:� 9� Date moor vans reviewea oy acnooi visinct r•ersonneu District Identification No. t)0044 a 5 �u' SSchool District certifies that P , (Applicant) (Street' Address) (Phone Number) a ( — - (City) has complied with the requirements of Resolution No. representing ~� square feet. 1 � f School District Representative q d. T Paid'by Check # �"'" Remarks: w . (State) (Zip Code) by payment of $ v � • AB 2926 S FULL MITIGATION $ Date c Notice You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. t If, subsequent to the School.District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is + notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA►, this•project may be. subject to additional school, fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm 1 r .. APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE p� Permit #: �9 — ZU2 Date: 2- • L� " (� i9 Genera/Information AP#: 2- ©O- O fo Owners Name: 0121 C.— P4 (2--F Parcel Acreage: A C. Owners Address: 2 2 i3f20A17WF):! '�17E CHI (_D C --A Building Site Address: PropertVInformation Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home S SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A S Date of Zoning Ordinance: General Plan: Q7P C� Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement Jallo ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No ❑ Yes Violation Area O No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use F] No � Yes I / Floodplain Zone: �_ Panel Number: 0 `� V Watershed Protection Zone r No ❑ Yes Proposed Use Comolies With: OR General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: y Zoning C,odde��� Street & Hi hwa s T Fire Prevention Subdivision Ma Front Z c) Side Side street '-- Rear Height Permit clearance Environmental Health I U* - Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes ' Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcei Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ff Map Date of Recording: ' N-1 1 Q � Lot: Block: Book:_ I Page: -onditions That Must be Met Prior to Issuance of Permit: I t ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed I ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). I i ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). El Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). t ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other I t :eneral Comments: • - . 1 '3 , . • DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY IN � �./L/ - Z �'Z3 {"Owner: I C '!`° 'G Building Permit Number: l Plans Examiner: ► I I UD A. P. Number: Q 402 —100 —O�O %- -GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. f#! Proper description of work on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. �2� Setbacks, side yard, easements, etc. `Other buildings or structures. [,- P 4. Grading, fills and/or drainage. A0 -4V Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). ?rou �L' I rYlQ.ti��i FAU &FAS road setback. ,FT Building or utilities across lot lines (record form). 'FLOOR PLAN: IK Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). lqe ze p nr? ,gj 7b f ie� 10% of natural light and 5% of ventilation (Uniform Building Code section 120)CW-9A Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). r Glazing in Hazardous locations (Uniform Building Code section 2406). f! Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). C9Prohibited Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). ; locations of gas heating equipment (Uniform Mechanical Code 304.5): L10. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). .1'K Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ;'r Smoke detectors (Uniform Building Code section 310.9.1). o/;§ater closet clearances (Uniform Plumbing Code 408.5). 42hwer compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). l w"ifill 610 lew: ad Page 1 of 2 11-Y ` / DRAFT COPY RUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code section 2320.11.3 I w, 3:. Clerestory requiring balloon framing and/or engineering. ��� COY Three story building requiring engineered calculations and plans.` a A Foundation plan complete enough to construct building. fFloor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s).. 013. Porch header size(s). Stud heights. Expansive soil — special foundation design required. 15—Retaining walls requiring design. , 16. Special Inspection requirements. 17. Header sizes. •18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: I. Stairway details -landings, rise and run, head clearance, handrails (Uniform Building Code section. 1006). ` 2. Guardrails (Uniform Building Code section 509). �! Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). � .00f covering type - (fire hazard). �Y Foam insulation -protection. X367 halls and stairways (Uniform Building Code section 1004.3.3.2). ,9'—Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 0. nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). XY .'Combustion air for fuel burning appliances — LPG requirements. Sound requirements. ` 4 nergy design compliance and Supporting documentation. . Flashing at all exterior openings. ,WCDF responsible area requirements. 17. Building Permit requirements: 171.) SRA. 1 2 Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. • ,Page 2 of 2. T 1 Road: Project: 2 A.P. No.: 3 After Recording Return To: 4 Butte County Public Works LAND DEVELOPMENT DIVISION 5 7 County Center Drive Oroville, CA 95965 6 7 ROAD MAINTENANCE AGREEMENT 8 9 WHEREAS, each of the parties hereto owns one or more lots within the 10 subdivision described or depicted in Exhibit "A" that will be benefitted by the 11 roadways, utilities and drainage facilities on easements described on Exhibit "B" 12 attached hereto and incorporated herein: 13 NOW THEREFORE, it is mutually agreed by the Parties hereto as follows: 14 1. Proportionate Payment of Expenses. 15 For so long as the above-mentioned roadways, utilities and drainage 16 facilities ("works") shall exist in private ownership, the Parties hereto, their successors 17 and assigns, shall bear the expenses of the reasonable maintenance and repair of such 18 works. It is agreed that the costs of maintaining said works shall be paid by the 19 Parties hereto, their successors and assigns, in proportion to the number of 20 lots/parcels owned by each owner and/or their successors and assigns, and each 21 owner will, upon written demand, contribute and pay his proportionate share of any 22 monies paid out or of any obligation incurred for the reasonable maintenance or repair 23 of said works under the terms and conditions as set forth herein. 24 2. Reasonable Maintenance and Repair. Defined. 25 "Reasonable maintenance and repair" shall include such maintenance and 26 repair as is necessary to maintain said works in good, usable condition under all traffic 27 and weather conditions, but shall not include the enlargement of said works. This 28 1 agreement shall not be construed to require.any owner to contribute to the cost of any 2 enlargement of said works: 3 3. Majority Agreement Conclusive; Accepting Low Bid. 4 For the purposes of this agreement, the written agreement of the owners 5 of a majority of the lots/parcels to the effect that specified repair or maintenance work 6 is necessary shall be conclusive on the remaining owners. Pursuant to said majority 7 written agreement, agreeing owners shall obtain three bids from licensed contractors 8 and shall accept the lowest of said three bids and shall then initiate the necessary 9 repair or maintenance work. Each owner of a lot/parcel within the subdivision shall 10 bear his or her pro rata share of the costs there, regardless whether such owner shall 11 have concurred in said majority agreement or not. 12 4. Responsibility for Damages. 13 Every owner who shall cause or allow said works to be damaged, 14 excluding fair wear and tear from normal usage, as may be determined by the owners 15 of a majority of the lots/parcels, shall bear as his or her responsibility the costs and 16 expenses of repairing such damage. 17 5. Collection Action; Attorney Fees. 18 If any owner shall fail or refuse to pay his or her pro rata share of the 19 costs of maintenance and repair work or damages hereunder within 30 days of a bill 20 for the same being mailed to him or her, any other owner shall be entitled without 21 further notice to institute legal action for the collection of funds advanced on behalf 22 of such defaulting owner for the necessary maintenance and repair work in 23 accordance with the provisions of law, including but not limited to California Civil 24 Code Section 845. The prevailing party in such action shall be entitled to recover in 25 . addition to the funds advanced, interest thereon at the current prime rate of interest, 26 until paid, all costs and disbursements of such action, including such sum or sums as 27 the court may fix as and for reasonable attorneys' fees. 28 1 . 6. Maintenance and Repair Account. 2 The owners of a majority of the lots/parcels may authorize the creation 3 of a maintenance -and repair account in a savings and load association or bank. 4 Monies deposited therein shall be expended only for maintenance and repair of the 5 above referenced works,•and the number of signatures required to withdraw monies 6 shall be specified at the time said account is authorized. 7 7. Receipts. 8 Receipts for all monies received and of all expenditures made shall be 9 preserved and made available for inspection and copying by any owner, in person or 10 by agent, for a period of one year. 11 8. "Owner" Defined. 12 The word "owner", as'used herein, shall mean one person in whom sole 13 title is vested. It shall.also mean two or more persons who hold a unity of interest as 14 joint tenants, as tenants in common, as partners, or as husband and wife with title 15 vested "as their community property." For the purpose of determining if the owners 16 of a majority of the lots/parcels are in favor of a proposal, the affirmative vote of any 17 spouse, joint tenant, or tenant in common shall constitute approval by that lot/parcel, 18 irrespective of the number of co-owners of that lot/parcel. 19 9. Termination. 20 This agreement may be terminated at any time by the vote of the owners 21 of two-thirds of the lots/parcels or by acceptance of the road by a governmental 22 agency as a public road to be maintained by said agency for public road purposes. 23 Upon termination of this agreement, any monies remaining unexpended shall be 24 distributed to the then owners of all lot/parcels in the same proportions as received. 25 10. Covenant Running with Land; Binding on Successors. 26 This agreement is to be construed as a covenant running with the land, 27 and it is further understood and agreed that this agreement shall inure to and bind the 28 successors in interest of the lots/parcels owned by all the parties hereto, whether by 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28' way of sale, assignment, inheritance or otherwise, and it shall be applicable to such smaller lots/parcels as may be created by subsequent divisions of said lots/parcels. ate -ETR- A.. ��..�� , CA Owner's Addre s ,,,, 4- *-,3 =4 Lots/Parcels Owned 7LXf 1,1 �, U Date A q Owner's Address Z. -,0--3. *4 Lots/Parcels Owned ALL SIGNATURES MUST BE NOTARIZED. llc�zl I Signa re Typed or printed name of owner (:)�ti 4—e --c ign ture J"4d!r K. 5i2,ey1cre� Typed or printed name of owner State of California, County of Butte, on personally appeared, before me, 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 signature(s) 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. cAwp51 \forms%rdmaint.agr 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19' 20. 21 22 23 24 25 26 27 28 (C/ot �I Y Date Signature Owner's Address Typed or printed name of owner Lots/Parcels Owned Date Owner's Address Lots/Parcels Owned ALL SIGNATURES MUST BE NOTARIZED. Signature Typed or printed name of owner State of California, County of Butte, on personally appeared, before me, 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 signature(s) 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. c:1wp51 Vormslydmaint.agr Road: Rancho, Arroyo Lane Pioiect: Parcel Map AT. NO.: 42-10-11 Eghitt "A" Parcels 1, 2, 3, and 4, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on November 13, 1987, in Book 109 of Maps, at page(s) 34, 35, and 36. Reserving therefrom a non-exclusive easement for ingress, egress, and public utilities as shown on said map. Exhibit "B" A 60 foot wide non-exclusive easement for ingress, egress, and public utilities as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California, on November 13, 1987, in Book 109 of Maps, at page(s) 34, 35, and 36. THOMAS W. NOME A AC N i T E C T M e I- 4 .4 51( k cut- - . 1 � �, �, = �,�; .: •rte ��,� . �-�-� . �oors dam-. o�eA\ V�n 1 • r. re<5�- I z ICY �.. �`�,e rev �s • . �' cz C-0 s �� . I Lu��C I r�SS.�u �Lo► �.c.�' CHICO�CA. 95928 916-894'•7287 March 27, 2000 JP Department of Develop ent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Eric Hart 242 Broadway Suite 11 Chico, CA 95926 Re: Building Permit Number: 99-2823 Assessor's Parcel Number: 042-100-064 Dear Mr. Hart: This office has performed the structural review, of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: / 1. Wall lines 1, 2, 3, 7, B, E, G, /J and K do not comply with the UBC 2320 requirements for braced walls. Please have your design professional analyze these wall lines. 2. Provide shear transfer details along wall line 8 at the terrace. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on December 27, 1999. Additional items may be required when plan check is resumed. If you wish to discuss these requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Gary Hawkins Post -it® Fax Note [Fa �121C I /Dept. ne # # QQ�_ 7671 Date 3 2 7 , pa°ges 1 -r: From (-� ! L p N T Co. Phone # I- I )-% Fax# 538-z14o Post -it® Fax Note 7671 Date 3 2 7pages ToGR2f}A1FlKINg From tl :'F+)LV I v Nr Co./Dept. Co: Phone # Phone # 93v>--15-4 A' Fax # Fax # Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX December 27, 1999 Eric Hart 242 Broadway Ste. 11 Chico, CA 95926 Parcel Number: 042-100-064 Building Permit Number: 99-2823 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: ,i . Your plans are in the linup for structural review. Our engineer will contact you if there are any questions arising from this review. 2. This house will not comply with the package (prescriptive method) for energy calculation. The full size of fenestration area, which includes window frames, must be included in the fenestration area. This includes all doors with more than 50% glass. Fenestration area for this house is over 16% of the area of the house. In addition, orientation of house is incorrect, and totals for each orientation is incorrect. Please use another method to calculate energy usage and to bring house into compliance. Requirement for Low E glass conflicts with note 14 on Energy Notes which calls for standard windows. 3. You will need to provide light and ventilation to the den, a minimum if 16 square feet of fenestration area, one half openable or you will need to provide an opening between this room and the living room that is at least 7 foot wide that is open and unobstructed. You must widen the opening and remove the pocket doors. This will also change the location of the braced wall panels. This item should have been noticed by me at the first plan check and by the building designer and I apologize for not having spotted it earlier. ,�4. You have used a mix of braced wall panels and engineered shear walls. When this occurs, the braced wall panels noted must meet code requirements for location, method of bracing, attachment of panels and all requirements for alternate braced wall panels including two anchor bolts per panel in addition to the required holddowns. Interior braced wall panels must be placed on thickened slabs and the attachments to the slabs must be called out on the braced wall schedule. Holddowns and specific anchor bolts should be shown on the foundation plan. Line G, if not an engineered shear wall must meet code requirement for bracing at both ends. Line 1 must have a minimum of 2 panels. Lines that are offset mor than 4 feet are considered separate braced wall lines per code thouf this isnot the case with engineered sht walls. Our engineer will take into account my notes to you on braced wall lines and panels. 5. I have called Longfellow Truss Co. with regards to loads from truss D1 to truss B2. Loading from girder truss appears to be at wrong location per location of load. This will affect which footing is correctly sized for the loads. I cannot make further determination until they fax me the answer regarding correct location, perhaps in the mean time Mr. Norlie can review this condition. We need a separate letter or a specific note on the plans that Mr. Norlie or Mr. Hawkins has reviewed and approved the trusses per the design. Please wait for your structural review before revisions are resubmitted. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Thomas Norlie 0 -.� I.- . I . 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX December 27, 1999 Eric Hart 242 Broadway Ste. 11 Chico, CA 95926 Parcel Number: 042-100-064 Building Permit Number: 99-2823 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: X Enclosed is your school and park fee forms. Pay any required fees at district offices and return yellow copies to the building department. If Please provide a flood elevation certificate. Information from county maps shows the location of the house to be within the 100 year flood zone. Foundation to be designed per requirements of flood certificate and flood zone A. O3 This building does not meet conventional bracing requirements of the Uniform Building Code. This building will require a complete lateral analysis by a licensed professional. Please submit 2 copies of lateral calculations. Two sets of plans are to reflect all requirements from the engineering and are to be stamped and signed by said professional. In addition please provide gravity load calculations for the stick framed portion of the roof structure. Please size all supports for all girder trusses including footing. [submit calculations] Provide engineering for clerestory framing. O4 Engineer or architect of record is to review and approve the trusses per his lateral design. �) Provide a copy of road maintenance agreement- this must be submitted to and approved by the Land Development division of Public Works. @Provide size of windows over the front door. In addition, rear windows appear to have transoms which are not included in window sizes. All door which contain over 50 percent glass area must be included in calcs using the rough opening of the doorway. In addition your fireplace, which is also an exterior window area must meet requirements of the energy manual for fenestration. Please recalculate window area and make necessary adjustments. Exterior shading is required at both the west and east orientations. This must be permanently affixed to the building per the requireme• of the energy manual. Note what matt 1 you will be installing to meet this requirement. Building orientation shown in the calcs is incorrect as the building faces Northwest of North. Revise talcs. 7. Revise affected trusses for mechanical loads. 8. Revise your general notes in all categories to reflect current codes. 1 ,,V We do not have any record of a permit for a shop building on this parcel. Does this building exist - you have noted that there will be a 400 amp service located on a "future" building. If this building does exist provide verification that it was built with permits, or remove note for 400 amp service to a building which does not yet exist. XProvide location of water heater. ,JA! Do you currently reside onsite? Plans may be picked up in the Oroville office of Development Services at 7 County Center Dr. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, r Martha Whitney Plans Examiner cc: Thomas Norlie 0. DIVERSIFIED., CONSTRUCTION - A Division of Hart Diversified January 19, 2000 Department of Development Services Martha Whitney 7 County Center Drive Oroville California 95965 RE: December 27, 1999 letter Parcel Number 042-100-064 Permit Number 99-2823 Dear Ms. Whitney, RECEIVED JAN 2 1 2000 BUTTE COUNTY BUILDING DIVISION Item 2 after a phone conversation with Stuart Adell I have found the new residence to be out of the flood hazard zone. Please find the maps and location of the house as attached. The other buildings on the site map are future buildings not to be built at this time.. Item 5 the road maintenance agreement is attached. Item 9 the Barn and Shop buildings are not existing. Item 111 do not currently live on site. My Architect Tom Norlie will be sending you the balance of the information so we can complete the permit process. If you have any questions please feel free to call Sincerely, c 242 Broadway, Suite 11 • Chico, California 95928 • (530) 892-1200 • (530) 898-9807 FAX T 0 , d 11.1,;7.. T5 MAP F;Nr7-r. Z. —E Gil -MaD to de!e,,m.re acl,ariti rates eop1y ic. 1:1`1^:01@3 in 0--f •nere W9.1.31.0-15 0; -Splr.s rave been es"ac."Sheo To dq;pfr%..q if ;3 c4lat4e. comazt ar WSUMO-e aipc!,-. or -E';: Vie 11131.^_r'1 D! 52&-662c N FEET MAP NUMBER i 06007CO485 C EFFECTIVE DATE - )UNE 8,199i.l. Federal Emergeficv . -Management Ag'hicf NATIONAL FLOOD !NSVRA.pjC!.E Fri i R0019 !NSURIANCE RATE MAP BUTTE couNTY, CALIFORNLA AI TI) INCORPORATED AREAS PANEL 485 OF 1200 ;SEE 11-1�-Jo !.k.'[' -=X FCR P.nfE�,.., BOTTE MAP NUMBER i 06007CO485 C EFFECTIVE DATE - )UNE 8,199i.l. Federal Emergeficv . -Management Ag'hicf JDINS P -NE.. C323 w D z Li ,.Vt y C7 ZONE X kvc-NLIE 4 ZONE L:MIT OF D�TnLED STijDY ZONE X SCALE i 1"=100' =0-�— 2T3'i' Q!3 EMM2 R -U i Elm21 R -o anti' i 420. OCTAL 42p.9W OCTAL '9'/ s6fl,A6' I Vv PARCEL 3 5.02 AC. LANE -- 420.95' �K 9 of ID PARCEL 3 a 5.02 AC. ' W 777, 4 �_. LANE 'E rr � 420 W r OCTAL 42p.9W OCTAL '9'/ s6fl,A6' I Vv PARCEL 3 5.02 AC. LANE -- 420.95' �K 9 911, 6 4.416 U ca,t�aclved ala �lwr� 5 TP \,iCM4 cA/yx- at, 5' O- 538- 754 I ptcj.f46`' BIW+/✓ co, q - 44a4 bv&.51 2.3.0o Fix 8�8-g801 GnGt, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-75gs11 f qArO- (Rev.'l 2/96) APPLICATIONANDRERMIT ASSESSOR PARCEL NUMB ER 049-100-064 20NINj l BUILDING PERMIT OWNER Hart, Eric - 892-1200 i, T NE SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 242 Broadway Suite 11 Chico Ca 95928 cont Px, 45 000.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 45100C.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 382.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 248.30 BUILDING ADDRESS 1505 Rancho Arroyo Lane Chico CA Energy Plan Checking Fee $ $ PERMIT FEE $ 650.30 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: new Pool Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE t - ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200q ON ES 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: aI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.50'T; NEW CONST. MULTI -OUTLET NDN•REsID. @7.50 PONfER APPA�LTUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR PICTURES BAL 3 1:60 Ex. Occup. o EE' At=-.)0PR.w 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool electric 30.00 PERMIT FEE $ .00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1certify that Irl the performance of the work for which this permit is issued, I shall not employ ny person in any manner so as to become subject to workers' compensa ' n ws of Corn and agree that if I should become subject to the workers' c en do rovisions of section 3700 of the Labor Code, I shall forthwith I It rovisions. �)of X Date V 19� Signature o lice t - Owner ❑Contractor ❑ Agent An OSHA p mit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $735.30 IMP 1 &9OD 1 CDP I PARCEL I PO HD SSUE This permit is hereby issued under the the Butte County Code and/or indicated above for which fees have By Q PERMIT EXPIRES NITE-D.D.S.-B.D. applicable provisions Resolutions to do work been paid. Q p Date Q efe rReceiptNo. p s. CANARY-ASSESSO PINK -INSPECTOR 1J GOLDENROD -APPLICANT W COUNTY OF BUTTE - DEPARTM NT OF DEVELOPMENT SERVICES - BUILDING "IVISION A7 County Center Drive - Oroville, California 95965 a Telephone (530) 538 541 APPLICATION AND PERMIT 1111E M&WA ApARESb STpyC11�N LFJ1�61 )ERS YNUHG uDCRE�S larecs'oR Es1owE=scs MA6J/A ADDRESS 'r'. _..... susoWSONas WIC 1p1_�1_) PF= 1 • -I----.— --tom USEOFSTRUCTURE • n r� .. t n LAnhilahemm ❑' Other TYPE OF WORK ew ❑ Addition ❑ Remodel ❑ U665es ❑ Irlstsllafon ❑ Other ❑ escribe Work: Al - G BUILDING PERMIT SQ. FT. 1 OCC. BUILDING VALUATION Total Valuation Is Firma Fee Permit Fee Plan Checking Fee m IE S 20.00_ s D Energy Plan Checking Fee S - ELECTRICAL PERMIT S PERMIT FEE eoav OR ups Main Service PLUMBING PERMIT Fifing Fee 20.00 ch tiap -- - 7.0 0 So or heat pump water heater 23.00 Water g 1 S. D D -- Each geslihoar heater or vent 15.00 Gas in 1 to - 5 outlets 15.00 BunTmg sewer 1 S.D0 KA -bas Home Is 1 G @20.00 PERMIT FEE I S L7 g Fee 20.00 23.DD 46.01 S �.SCl- P7.5D Ex. Occup. DvnEr OR FKnPJM ELECTRICAL PERMIT Temporary Service eoav OR ups Main Service Mobile Home Facilities grin xom► oR LESS PERMIT FEE service �e� ioee�v A a y 5S e__ Fg Fee '2D.DD im ac L ata • oR ADDM ( t AIIG et= g Fee 20.00 23.DD 46.01 S �.SCl- P7.5D Ex. Occup. DvnEr OR FKnPJM Ex. Occup. ro Temporary Service Mobile Home Facilities grin hlGse. Vdirin PERMIT FEE MECHANICAL PERMIT Fg Fee '2D.DD PERMIT FEE S Lbbile Home Installa5on Fee S Energy Inspection Fee S P TOTiAl- FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicale,d above for which fees have been paid. By Dale PERMIT EXPIRES ON 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: 14-Q(+T(�r :� ASSESSOR PARCEL NUMBER Proposed Building Use: Q eui ` 1 "C t�J� Counter Technician: Date: b-30 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. r ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation virrir+s in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other aining items needed to issue the permit. (May require qVitiona I revi upo receipt of the following items.) Fees as shown on the attached Schedule of Fees Due A.............................. 1 Statement of Intent for Non -heated and A/C Buildings ................................... !........ 6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: c--5 K (B)Parking: (C) Parcel Check: _3- 0 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..........................................:......................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ou,'ner and hold for pickup. I have been informed of the a Applicant: 1. Index permit application for the above itemenunfbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ining a building permit. ate: /,-/, `/ Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, 0 mail, ❑ counter, y Date: _ Plans approved by: Date: _ _Structural approved by: Date: Yellow: Building, Division E.H. USE ONLY Piot Ren Attschod .0' Roar Ran Anachs � sent to B.D. TO: wilding Department j 9G�Q FROM: ��� Environmental Health ' SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal t---- Water Supply:. Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: {r r r / Environmental Hea th Specialist '~ Date j r 8/96 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Jun -30-03 3:18PM; Page 1/2 BU!"1"E COUNTYDEPARTMENPOFPUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH P.O. BOX 5364 (411 MAIN STREET), CHICO, CA 95927 (530) 991-2727, FAX (530) 895.6512 FAX COVER SHEET DATE• ' 62 NL3MBER OF PAGES (including this one) t TO: J FROM: CO/DEPT: COMEPT: FHS: PHONE: 1 FAX M L FAX COMMENTS: OUme�noz/bxoovar U s Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Jun -30-03 3:18PM; Page 2/2 ...:.............. . :............: . .::.......... �.•, r :.............,....:. - x:,:•.:: •....".:..........:.... :.....,.. !!....,... : •.• • ::cry ;.. WHO Faa :., . ..........:...... ..........,:.....::: .. :..:_.....::....._:......., :.......:,.....:._. _..... . jov ..... ... .... ...... ..... .. ......... ...... .. v.. ... ...... .. .... v Kip. :........... .... . . ..... ..........:::. : :,.:.....::._ .::..:...::..::. fl .to .... . :;.>::>':,..... _.....,..:...�#ate......_..:.,..,......_.....,. ...:•.._�:. .... - - ....... :._..,..... .... .....:..............:., :._..:.:.:_.:...::....::, ...:......... ......,..:.............._, , . #fit" .........:... ......-.... . . y:a •.i�7.:v .l .b-+1:[V'.Yx.,.. . <•J•(•:V� LL:•�%':�^'i�'AYr vaxhF�:['.��',:YK���I,�lihY]YI�4' ��yyYY��,,���,j���YGc�� (, Ioz' ; rye yy � l i � 1 Ioz' B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit N 99-2823 Expiration Date: 4-3-01 A.P.# 042-100-064 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ x] Permit work started, but not completed. Permit may be renewed for '/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CH•ICO office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: DIVERSIFIED CONSTRUCTION Chico Office - 411 Main Street, Chico / 891-2751 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, ..CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ERMIT NO TKV6P. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.0q2- _ j 0_� ! l� ZONING /j _ OWNER �P-l C PHONE NO.(/�r� OWNER'S ADDRESS U 5' !� �1/G U L i2 G U LOCATION OF BUILDING v A-rW 5/ Of- U C u IL/L�t fi Re s R USE OF BUILDING LivEsh&c K L/ /J - �4�hr msa,fi SIZE OF STRUCTURE 10 , Z`I U C3 X = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL --�— CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOO R TYPE , ^- e n t_ ESTIMATED COST OF CONSTRUCTION $ i(1, ecru AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: �'� Mwry �-®r M�''ti FRONT �G'�/ f SIDES /00 t REAR %fJU AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is mytfe, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with theyjaquiyerrtentsip effect at that time and before occupancy/11 Date :3 / U Z Signature of Owner Permit Fee - $60.00 The above described AG Building it ep"p from a building permit. Receipt No. �1 Manager Building Division White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant . By Date a . „, . ,, a . M t .,���,�,. a,s� �,. .-,..»rR�.�iyr .--a^ �'ut..:1�.v�.*wf�h!t.Ps+'`'f�K,i� d1;� rid��l:iwk"N�yii'''1�,i•t��..i°'{�'+y�'+�„fi.Zf y �V;.,c..�r, "�`i`ti+,'� r ,. ; �u'`^.�-•,'�-�:-,.tin.-,r•+Y1„'`1 C d p BUILDING DIVISION r'<a COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT AE� NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm - implements, -hay, grain, poultry, livestock, or other.horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a / place used by the public. ASSESSOR PARCEL NO.O y Z -/00 - O& q ZONING n OWNEROP-j C PHONE NO. G,r L V U fJ OWNER'S ADDRESSC O 5 U ILK G LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE U 0 SO. FT. TYPE OF CONSTRUCTION: �3u t� E•'l� 13 �n(ti �„ . WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF'SIDING ROOF. COVERING FLOOR TYPE Pn.Jk fA- 4— NfRi L ESTIMATED COST OF CONSTRUCTION $ / I G, vu u AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: �Mtr. iL D �^r" FRONT " IUB/ f SIDES �Vy � REAR �,Q f AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. rJ AG Buildings less than 1000 sq. ft. in floor area shall be located a minimumof 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I� /`..a AG Buildings must comply with Flood Zone requirents'; Finish floor elevation must be at or above elevation USGS Datum. /me \ �. I declare under penalty of perjury that the building will be used as stated'.at AG Building definition. If any change in use or occupancy of the building is obtain any necessary permits, inspections, and approvals to comply witA the occupancy. Date �f fy 2-- Signature of Owne� Permit Fee - $60.00 Receipt No. '�Ii'I The above described AG Build and the purposed use confirms with the tact the Building Division and will con iyerrtents iJP effect at that time and before epmp from a building permit. Manager Building Division�� gy '' - Data t;plWhite -DPW, Yellow - Assesso�,`Pink'= 8: I:, Goldenrod = Applignt ( k � * ' �J • —. __z LOOD I PARCEL �P.DD: ROORNG ISSUE Manager Building Division�� gy '' - Data t;plWhite -DPW, Yellow - Assesso�,`Pink'= 8: I:, Goldenrod = Applignt ( k � * ' �J • —. __z _ r BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE,.CALIFORNIA .95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ERMITQ- Af� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements,.hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by -the public. r ASSESSOR PARCEL NO. 0q2- r .r Ll ZONING PARCEL r OWNER C /4 A It PHONE NO. IL -Out L -GU OWNER'S ADDRESS i /Sv � Ar✓c�f� /tit c. o Gam✓ LOCATION OF BUILDING rvvt, r* vr= f. uiLltoi fi Rt's , USE OF BUILDING SIZE OF STRUCTURE / u V ' 2- - X = —OL) SO. FT. TYPE OF CONSTRUCTION: C 13w fit v,^ )3 ca 4 tfi14+.1► - WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE wY?"fe4- MCfA4� cntl"G ESTIMATED COST OF CONSTRUCTION $ 'i 16JUVU AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: S `-'wtw� t FRONT / & SIDES TUU REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater -than 1000 sq. ft. in floor area sl mobilehome, and 40 feet from a commercial building AG Buildings must comply with Flood Zone USGS Datum. be located a minimum of 23 feet from a residence and a S.. Finish floor elevation must be at or above elevation _ -1 .� s - I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the ./ qui :ements i effect at that time and before occupancy. Date -3 ��r! Z. Signature of Owner-, r Permit Fee - $60.00 The above described AG Buildina is exempt from a building permit. Receipt No. Manager Building Division • By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant •Y Date FLOOD{ti• PARCEL I P ; ROOFING/ ISSUE Manager Building Division • By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant •Y Date BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE,:CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT N Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. f',( j `r �✓ f .d�� 4..-' �.A .'^. tom' �'�f � ZONING r OWNER% `A Iz !// PHONE NO. �� Z OWNER'S ADDRESS 5"o 5' � /q a,/[' 14i.' It !t Y, G 6 - LOCATION OF BUILDING I IIlGt1 `i t+ cites e,U.a+tA-I Res USE OF BUILDING L�rvr,".5fut. !C r li 'G°e r;J/Ji', r SIZE OF STRUCTURE �' / f U �.; �{ L) X C.i � = Z„ t -J SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: '�;���ti,. A. C' FRONT f- SIDES /L(1 REAR /Cl AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building.* ' AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. ,/ \ I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the r // I uirements in effect at that time and before occupancy. �� ! Date x Signature of Owner Permit Fee - $60.00 Receipt No.` The above described AG Building if exe:rnptfrom a building permit. , Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date FLOOD PARCEL P.D. ROOFING r ISSUE I I Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION ` 7 County Center Drive, Oroville CA 95965 Phone: 916-539-7541 4 ' Eric Hart 1505 Rancho Arroyo Ln Chico CA 95926 DATE: 10/9/02 A.P. # 042-100-064 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a license( land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). _ Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: see attached Should you have any questions concerning the above, please contact of this office. `l46s very tiraly. MCV:ahb 1 C./ Vieira, C.B.O. r, Building Inspection r r We have received the flood elevation certificate for your property as requested. However, we also requested a detailed plot plan based on information contained on quad. maps, and completed by a licensed civil engineer. s '"` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 A. P. # 166 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 2 d Z Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of'parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. _ Documentation of 50o subdivision developed or (a) Road improvements completed and (b).Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: ate— .dA2, Should you have any questions concerning the above, please contact of this office. Y ups very tai v. MCV:ahb Mic elC� Vieira, C.B.O. Man ger, uilding Inspection A large portion of your property is within F.E.M.A. flood hazard zone A. Please provide a detailed, dimensioned, plot plan drawn to scale showing the location of your proposed agricultural exempt building, and a Flood Elevation Certificate, both completed by a civil engineer licensed to practice in the State of California. In researching your file, I noticed that you underwent a similar process when your residence was plan checked in 1999. At that time, a homeowner was simply required to show that a residence would be constructed out of the flood hazard zone. Since that time, Federal Emergency Management Agency and Department of Water Resources flood hazard zone compliance regulations have become much more stringent and restrictive. A Flood Elevation Certificate is required in most cases where a property encompasses areas of a flood hazard zone. NOTES ^\ i 3 R&44re_ BCc2R. [0 fiid Ao-.Q Ko RESIDENTIAL ea 042"-100-064:5 t le, 0 03 041 1915 HART; ERICA x'' .; . 1505 RANCHO ARROYO LN., CHICO CONT;•SUNVALLEY SOLARIL� SOLAR PANELS .g,� 0 to�q a Hca nr.s . F 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) l a9-03 Signature v, CHECKED BY V = OK 0 = Not OK -=,N.otApplicbble MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'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. Can. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,J 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.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric k] 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 k] V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garace; Soils -Steel -Elea Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan: Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral U Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters .J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: f y 6 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING VISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 534411);�,6ro Rev.12/9s) . APPLICATION AND PERMIT C ASSESSOR PARCEL NUMB�1 o - �� /`^/l — 20NIN1� BUILDINGPERMIT OWNER_ftArHONE a-� SO. FT. OCC. BUILDING VALUATION .OWNER'S U ORES � 5 O COM 'S NAME TE HONE ADDijfiSS CONI TORT Vl� CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .pp ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS ! U Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtHerer Describe Work: \fin () '41-0 �1 Q 6.) 9�_� ao�3a00R Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licenseA license'in full force and effect.NN �Q�� i License Class — Lic. No. LV7 L -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO t000A 46.00so WEE200A NEW CONST. DWELLING OCCUP. OR AODN3. ( a ACC. sin S. S° 3.52: NO FIES'D MULTI.OUTLE. @7,50 WELER APPARATUS POINGOLfTLET CIR. a SEx. Occup. OUTLET OR FIXTURES BAL @':50 OWNER Ex. Occup. O�XUTLEEDTS RES o.°EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 - PE IT FEE $ 3 (� WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen�S �tion insuran carr)er and policy number are: Carrier ) 1 -4 �t r/1 Policy Number '�— © 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of th Lab r Code, I shall forthwith comply with those provisions. X I;e_ Date b Signature of Applicant - ❑ Own r Contractor ❑ Agen An OSHA permit is required for excavate ns over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Insp ction Fee $ TYI T TAL FEE $ 1501 , jbl KA2. D E IMP FLOOD COF PARCEL Po HD ISS This permit is hereby issued under the applicable provisions of the Butte Coun .Code and/or Resolutions to do work indicated a e is fees ve been paid. By Dat PERMIT ON"00- L 2� Mte ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS ECTOR GOLDENROD -APPLICANT I I p q2- 10 10 Sit' rt 3 -Solwr pt -rel I q Q4;^ Li^l` IA 13/8 10101 250 10551 00 21 1 j .19 10552 i 10103 25 10104 250 5 100 2W8- .1010 . 3' Full 10106 IDO 1-0- .26 112" 10107 ---31/2"..—__ 100 10557 1 10108 IDO .24: 10 .--I ... 1 . . --- 41/2' Use 51161xi 1;4Caftg!e Son – Pt. 010701 6 F17TINGS AFA WC -0 RSTfA *iNALCO 0 PAS IL SMdkaOom &ibjea To W-vmx NOUDO. PC[" wd TWM. P&SWe RSiw lo ft" COV -1. 0 M=W4%ft. Me.19y$ Rev. loss A-1 13/8" 10551 00 21 1 j .19 10552 o 0 25 1D!SS3 23/8' 105542.00 .22 2W8- 2 i/i 10555 1-0- .26 ---.2 7/8' 3112* 10557 1 .41 .34 4' 1 .--I ... 1 . . --- 41/2' 10659 1 0 .52 1 6 10560 _1026• Use 5/16, x 11/40 caffiap)S�On— Pt. 010701 .68 4.. Use 5/16* X 1 114' Caffial:14 Bet– PL 010701 F17TINGS AFA WC -0 RSTfA *iNALCO 0 PAS IL SMdkaOom &ibjea To W-vmx NOUDO. PC[" wd TWM. P&SWe RSiw lo ft" COV -1. 0 M=W4%ft. Me.19y$ Rev. loss A-1 10251 2 .19 2 1718-10253 .22 2W8- .26 ---.2 7/8' 10255 100 .34 1 .--I ... 1 . . --- -------- .38 _05i .58 _1026• Use 5/16, x 11/40 caffiap)S�On— Pt. 010701 F17TINGS AFA WC -0 RSTfA *iNALCO 0 PAS IL SMdkaOom &ibjea To W-vmx NOUDO. PC[" wd TWM. P&SWe RSiw lo ft" COV -1. 0 M=W4%ft. Me.19y$ Rev. loss A-1 �i CUBING AN 1 G5'1'�;( 13/8' O.D. -- PE 030501 030368 030502 ! ; 91 .87 Ib. 1 3/8' O.D. - SE 030505. 030375 030506 1 91 .87 1b. 15/8' O.D. •- PE 030510 030511 030512 I 61 _---.._... .. 1.11 Ib. _ ... _ _ --... ...... .. . _....._. .... 1 ._5/8' O.M. - SE ! _....... 030515 ' I . __.._....... 030516 030388 ! 61 1.11 Ib. — 1 7/8' O.D.030520 _ ......... 030521 030522 61 1.28 Ib. _... - - 2 3/8� O.D. . ... ... ..... ... .......� 030525 +.......... 030526 030527' i 37 . _........ ... _.... n...r. 1.60 1b. .._.... . �..._.... ....---........... _._._ .331b. .. .... .... ......._...__.. . ....-----.— 8' j j 61 8.881b. 61 9.60 1b. ' ... CY,• rY .r,7�1 4' E" 030540 61 5.00 Ib. X5144 _..... - ...__. 5�_..... i...._.._.... 030541 j 5.551b: ----- __ 030542 161 61 6.11 Ib. 030 53 6' 030543 i 61 .._..__....._ ..� 6.661b. .. _ ...... —.._........... s�.E�.. 030544...._.._..-. .... 61 .... _........_..._. 7.22 1b. _ ._.._._..._._�..... = - .__... -. _... I_... 030545 - 61 7.771b. 7 7'V03 +61 .._.... . �..._.... ....---........... _._._ .331b. .. .... .... ......._...__.. . ....-----.— 8' ... ........0`548........ 030547 j 61 8.881b. 5' 03051 ; 61 6.40 Ib. _ X5144 0352..... I ... 61.._...._.... 7.04 Ib. 030 53 j 61 7.68 !b. _ -"! 030 54_........... 61 . .........I .... 8.321b. ........ _.__........_ .......-- ..._..__.... 7 0301555 .__._.... j 61 8.96 1b. 7' 3" 030;55_6 61 9.60 1b. --8, ... 030557 i 61 10.24 Ib. 8' 6" 0301558 61 10.88 1b. I Special Note: Please can us /or a!lyoursp!a! needs: Grilled oats, Welded Plates, Post Bending, eta O�ASTGR WA Rehr 10 Peg. COV -1. :.. ae 1 spec caearo Su K1 To Change Ymcwt Nom J=5 Fa e"d Tema. MC, jW60 „ n__...+, n u....,�.v.. 6r -Moo Rev. 10199 STJWJ S13Id AS91 3WS 81 As9t 3m of ASMAMVM 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: AaAl ASSESSOR PARCEL NUMBERy L10 - 1 vO (Jl0 Proposed Building Use: ._ 9Counter Technician: Date: / Items r fired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 0.0 1.. Plot.plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the l reparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed -calculations. 4. Engineered truss details and layouts in duplicate. No faxes!' N?\ 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ............................................. 16. Sanitation and plot plan approval from the Environmental Health Department in oZf 3 ❑ 17. City of Chico Plumbing permit...................................................................:.... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... O 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about O Improvements, ❑ Drainage ............................... O 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ...........:.... ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. O 25. Owner -Builder Verification (O Given to owner, ❑ Mailed to owner) ..................... b O 26. Letter of Signature authorization..................................................................... O 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.".........'....................Y;;;M..., ................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. O Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, O Check to H.C.D. $ ❑Other: $J5 -� Whenen issued Telephone I and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 4, Applicant: Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, O counter, by Date: ❑ phone, ❑ mail, ❑ counte by Date: _ Plans approved by: Date: _Structural approved by: Date: Yellow: Building Division E.H. USE ONLY Flat Plan AnacMd LA PQ Floor Flan Anss d Sam 1 TO: Building Department FROM: ',---Environmental Health SUBJECY: Sanitation Clearance 12 P96 o Owner Location AP# Plan Approved for: Sewage Disposal _�� Water Supply: Public Private Well Clearance for dwelling. Other arance O.K. for: NOTE: Environmental Health Specialist Date BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY"CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 January 9, 2003 Eric and Alison Hart 242 Broadway Ste 11 Chico, CA 95928-5341 RE: Building Code Violation Location: 1505 Rancho Arroyo Lane, Chico, California A.P. #042-100-064 Dear Eric and Alison Hart: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for a new single family and addition prior to occupancy. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, AW- Scott Rutherford Chief Building Inspector cc: Assessor to Cv t _.� __y � H .... ut n u LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY"CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 January 9, 2003 Eric and Alison Hart 242 Broadway Ste 11 Chico, CA 95928-5341 RE: Building Code Violation Location: 1505 Rancho Arroyo Lane, Chico, California A.P. #042-100-064 Dear Eric and Alison Hart: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for a new single family and addition prior to occupancy. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, AW- Scott Rutherford Chief Building Inspector cc: Assessor CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Hart Residence Date..06/26/00 16:46:13 Pro' Add pec t ress........ Rancho Arroyo Lane *******- Chico *v5.10* '' Documentation Author... Marty Runnells ******* Bu i P r Energy Calculation Services . bd 1907 Mangrove Avenue, Suite E Pith Check Date Chico, CA 95926 530-894-8466 Field Check/ -Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00095S2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Component Type Wall Wall Door Roof S1abEdge S1abEdge Orientation 4020/ sf Single Family Detached New Front Facing 315 deg (NW) 1 1 Slab On Grade 19.7 % of floor area 0.53 Btu/hr-sf-F 0.66 9.2 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments n/a R-19 Wood R-17.8 n/a R-0 n/a R-38 n/a R-0 n/a R-0 R-n/a R-19 R-0 R-17.8 R-n/a R-0 R-n/a R-38 R-n/a R-n/a FENESTRATION 0.065 0.061 0.330 0.025 F2=0.760 F2=0.500 Area U- Interior (sf) Value SHGC Shading Window Front (N) 16.0 0.5.10 Door Front (N) 17.0 0.550 Window Front (N) 30.0 0.520 Door Front (NW) 37.5 0.550 Window Front (NW) 28.7 0.510 Window Front (W) 30.0 0.520 0.670 Standard 0.650 Standard 0.650 Standard 0.650 Standard 0.670 Standard 0.650 Standard PLAN FRONT, PLAN LEFT PLAN RIGHT, LEFT LEFT FRONT, LEFT BACK BACK, BACK LEFT BACK RIGHT, RIGHT RIGHT BACK RIGHT FRONT TO GARAGE TO GARAGE TO GARAGE RIGHT FRONT TO ATTIC, VAULTED TO EXTERIOR TO GARAGE c J� Over - Exterior hang/ Shading Fins Standard Yes xml Yes Standard Yes r" `.���dRWEIIJIes a'�`Yes n�$;i�VED Ve` CERTIFICATE OF COMPLIANCE: RESIDENTIAL Proiect- -- The Hart Residence MICROPAS5 v5.10 File -00095S2 Wth-CTZ11S92 7User#-MP1333 User-Energ-------------------- y Calculation Servic FENESTRATION Parr= ') Uk'-1R Date..06/26/00 16:46:13 Program -FORM CF -1R Run -4020 SF Res. -Submittal Orientation Area U_ (re Value Interior Exterior Over- _ SHGC Shading hang/ Window Front (W) - Shading Fins Window Front (W) 7 4 0.520 0.650 Standard Window Front (W) 300 0.520 0.650 Standard Standard Yes . Window Front (W) 0.520 0.650 Standard Standard Yes Window Left (N) 3.0 0.510 0.670 Standard Standard Yes Door Left (N) 21.0 0.550 0.650 Standard 15.0 0.520 0.650 Standard Standard Window Standard Yes Left (N) 4.0 0.800 Standard None Window Left (N) 0.670 Standard None Window Left 27'0 0.520 0.650 Standard Standard Window (E) 20.0 0.520 Standard None Left (NE) 32 0 0.650 Standard None Window Back (N 0.510 0.670 Standard Standard None Window Back (E) 3.0 0.510 0.670 Standard Standard None Window Back (E) 20'0 0.520 0.650 Standard Standard Yes Window Back 30.0 0.520 0.650 Standard Standard Window (E) 15.0 Standard Yes Back (E) 0.520 0.650 Standard Yes Door Back (E) 15.0 0.520 0.650 Standard Standard Yes Window Back (E) 25.0 0.550 0.650 Standard Standard Yes Window Back (SE) 25.0 0:510 0.670 Standard Standard None Door Back (S)510 0.670 Standard Standard None Window Back21'0 0.550 0.650 Standard Standard None Back Window (S) 15.0 0.520 0.650 Standard Standard (S) 60.0 0.520 0.650 Standard None Door Back (S) Standard None Window Back (S) 21'0 0.550 0.650 Standard Standard None Window Back (S) 60.0 0.520 0.650 Standard Standard None Door Right (S) 10.0 0.520 0.650 Standard Standard None Window Right (S) 21'0 0.550 0.650 Standard Standard None Window Right (W) 10.0 0.520 0.650 Standard Standard None Door Right (W) 21'0 0.520 0.650 Standard Standard None Door Right (W) 21.0 0.550 0.650 Standard Standard None Window Right (SW) 32.0 Standard 0.550 0.650 Standard None Skylight Horz 0.510 0.670 Standard Standard None Skylight Horz 4'0 0.940 0.730 None Standard None Skylight Horz 4.0 0.940 0.730 None None None 4.0 0.940 0.730 None None None None None SLAB SURFACES Slab Type Area _ (sf) StandardlS ab 4020 HVAC SYSTEMS ,� rw, uipment T Minimum Duct -E c�'1t Type Efficiency Location Duct Test ,d t�^CCA Thermostat R -value Leaka��ga�� as 0.800 AFUE AtticTA _Split 10.00 SEER R-4.2 Nom Attic R-4.2 Nov eeack tack CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project. Title..,........ The Hart Residence Date..06/26/00 16:46,:13 MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .58 50 R- n/a REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Thomas W. Norlie Company. Architect Address. 569 E. 18th Street Chico, CA 95928 Phone... 530.894.7287 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. t 2� An., iro p �N-MM MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 g MF -1R Project Title........;. The Hart Residence' Project Address........ Rancho Arroyo Lane *******Date..06/26/00 16:46:13 Chico *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services Building Permit 1907 Mangrove Avenue, Suite E P an C ec Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00095S2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall beconsidered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *1.50(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 ra� d fl Design- Enforce- er ment or ulation 150(i): Slab edge insulation -o waters absorption rateennofgreater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. J(1, TE L) W MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project. �Title:.;;c,.::...... The Hart Residence Date.,. 06/25./00 16:-46:13 MICROPAS5 v5.10 File -00095S2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. .� 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. f *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. �✓q 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking applia with pilot < 150 Btu/hr). IIt: C1. r N.jn-WNG DEpART? wN APPROVE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Hart Residence Date..06/26/00,16:46:13 MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. IX %�" ici jf ;r OING ®,EP COMPUTER METHOD SUMMARY Page 1 C -2R Project, Title.......... -The Hart Residence 'Date..06/26/00 16:46:13 Project Address........ Rancho Arroyo Lane ******* Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 19.67 16.38 3.29 Space Cooling.......... 12.45 16.10 -3.65 Water Heating.......... 7.09 6.45 0.64 Total 39.21 38.93 0.28 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 4020 sf Single Family Detached New Front Facing 315 deg (NW) 1 1 ReducedYear Slab On Grade 1 36840 cf 4020 sf 19.7 0 of floor area 0.53 Btu/hr-sf-F 0.66 9.2 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 4020 36840 1.00 Yes Setback 2&" ndard No coim LUNG p O x= COMPUTER METHOD SUMMARY Page 2 C -2R Project Title........... The Hart Residence Date..06/26/00 16:46:13 MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 222 0.065 19 315 90 Yes 2 Wall 243 0.065 19 345 90 Yes 3 Wall 300 0.065 19 285 90 Yes 4 Wall 163 0.061 17.8 345 90 No 5 Door 17 0.330 0 345 90 No 6 Wall 236 0.065 19 45 90 Yes 7 Wall 491 0.065 19 15 90 Yes 8 Wall 142 0.065 19 75 90 Yes 9 Wall 238 0.065 19 135 90 Yes 10 Wall 343 0.065 19 105 90 Yes 11 Wall 372 0.065 19 165 90 Yes 12 Wall 236 0.065 19 225 90 Yes 13 Wall 266 0.065 19 195 90 Yes 14 Wall 465 0.065 19 255 90 Yes 15 Door 10' 0.330 0 255 90 Yes 16 Wall 72 0.065 19 255 90 No 17 Roof 2880 0.025 38 n/a 0 Yes 18 Roof 284 0.025 38 45 29 Yes 19 Roof 284 0.025 38 225 29 Yes PERIMETER LOSSES None None None WALL.RI9.GAR None None None None None None None None None None None None None None None PLAN FRONT PLAN LEFT PLAN RIGHT TO GARAGE TO GARAGE LEFT LEFT FRONT LEFT BACK BACK BACK LEFT BACK RIGHT RIGHT RIGHT BACK RIGHT FRONT RIGHT FRONT TO GARAGE TO ATTIC VAULTED VAULTED Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 20 SlabEdge 21 SlabEdge Orientation 396 0.760 R-0 No TO EXTERIOR 28 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- , Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 16.0 0.510 0.670 345 90 2 Door Front (N) 17.0 0.550 0.650 345 90 3 Window Front (N) 30.0 0.520 0.650 345 90 4 Door Front (NW) 37.5 0.550 0.650 315 90 5 Window Front (NW) 28.7 0.510 0.670 315 90 6 Window Front (W) 30.0 0.520 0.650 285 90 7 Window Front (W) 7.5 0.520 0.650 285 90 8 Window Front (W) 7.4 0.520 0.650 285 90 9 Window Front (W) 30.0 0.520 0.650 285 90 10 Window Front (W) 3.0 0.510 0.670 285 90 11 Window Left (N) 15.0 0.520 0.650 15 90 12 Door Left (N) 21.0 0.550 0.650 15 90 13 Window Left (N) 4.0 0.800 0.670 15 90 14 Window Left (N) 27.0 0.520 0.650 15 90 15 Window Left (E) 20.0 0.520 0.650 75 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard QQ-�� 6_ Standard/0.68 Standar 1!19, C6tq'tWd/0,.68 Stadag44.0.76 Standard/0.68 S t axda / 6 GDEPZVagdafiz.4� 0 .68 Standard/0.76 Stand rd/0.68 StandAfIVIq ad rd/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Hart Residence Date..06/26/00 16:46:13 MICROPAS5 v5.10 File -00095S2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 16 Window Left (NE) 32.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 17 Window Back (E) 3.0 0.510 0.670 105 90 Standard/0.76 Standard/0.68 18 Window Back (E) 20.0 0.520 0.650 105 90 Standard/0.76 Standard/0.68 19 Window Back (E) 30.0 0.520 0.650 105 90 Standard/0.76 Standard/0.68 20 Window Back (E) 15.0 0.520 0.650 105 90 Standard/0.76 Standard/0.68 21 Window Back (E) 15.0 0.520 0.650 105 90 Standard/0.76 Standard/0.68 22 Door Back (E) 21.0 0.550 0.650 105 90 Standard/0.76 Standard/0.68 23 Window Back (SE) 25.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 24 Window Back (SE) 25.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 25 Door Back (S) 21.0 0.550 0.650 165 90 Standard/0.76 Standard/0.68 26 Window Back (S) 15.0 0.520 0.650 165 90 Standard/0.76 Standard/0.68 27 Window Back (S) 60.0 0.520 0.650.165 90 Standard/0.76 Standard/0.68 28 Door Back (S) 21.0 0.550 0.650 165 90 Standard/0.76 Standard/0.68 29 Window Back (S) 60.0 0.520 0.650 165 90 Standard/0.76 Standard/0.68 30 Window Back (S) 10.0 0.520 0.650 165 90 Standard/0.76 Standard/0.68 31 Door Right (S) 21.0 0.550 0.650 195 90 Standard/0.76 Standard/0.68 32 Window Right (S) 10.0 0.520 0.650 195 90 Standard/0.76 Standard/0.68 33 Window Right (W) 21.0 0.520 0.650 255 90 Standard/0.76 Standard/0.68 34 Door Right (W) 21.0 0.550 0.650 255 90 Standard/0.76 Standard/0.68 35 Door Right (W) 6.0 0.550 0.650 255 90 Standard/0.76 Standard/0.68 36 Window Right (SW) 32.0 0.510 0.670 225 90 Standard/0.76 Standard/0.68 37 Skylight Horz 4.0 0.940 0.730 315 0 None/1 None/1 38 Skylight Horz 4.0 0.940 0.730 315 0 None/1 None/1 39 Skylight Horz 4.0 0.940 0.730 315 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface' (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 16.0 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 17.0 n/a 3 10 .25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 30.0 n/a 1 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 37.5 n/a 3 7 .25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 28.7 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 30.0 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 7.5 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 7.4 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 3.0 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 3.0 n/a 3 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 20.0 n/a 1 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 30.0 n/a 1 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 15.0 n/a 4 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 n/a 6.67 5.5 .25 n/a n/a n/a n/a Jly+/ra n/a r"JULDING ®EPA'MOVEN v=, - n COMPUTER METHOD'SUMMARY Page 4 C -2R Project Title........... The Hart Residence Date..06/26/00 16:46:13 MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal SLAB SURFACES -TE U V OUILDIN a DEPA M­TrME; ,,, APPROVE Area Slab Type ( sf ) HOUSE Standard Slab 4020 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External Tank Type in Heater Type Distribution Type System Energy Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 .58 50 R- n/a REMARKS -TE U V OUILDIN a DEPA M­TrME; ,,, APPROVE CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Hart Residence. Date..06/26/00 16:46:13 MICROPAS5 v5.10 File -0009552 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal 3 Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.RI9.GAR Description .... Wall R-19 To Garage 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.IN.WLL 1. GYP.0.63 2c. BATT.R19 2f. FIR.2X6 3. GYP.0.50 I. FILM.IN.WLL Inside air film: heat sideways 0.625 in gypsum or plaster board R-19 batt insul (cavity = 5.5 in) 2x6 fir 0.50 in gypsum or plaster board Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing 0.68 0.68 0.56 0.56 17.80 -- -- 5.45 0.45 0.45 0.68 0.68 20.17 . 7.82 Total U -Value: (1 / 20.17 x 0.85) + (1 / 7.82 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / 0.061 = 16.30 hr-sf-F/Btu b JUITTE SNI V RoUILOING ®EPA 1-Mrm- ' ®V HVAC SIZING Page 1 HVAC Project Title....... .. The Hart Residence Date..06/26/00 16:46:13 Project'Addres's ...... Rancho Arroyo Lane ******* Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan C ec Date Chico, CA 95926 530-894-8466 Field_­C`fi_e_cR7 Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -0009552 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4020 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 4020 sf 36840 cf Front Facing 315 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (NW) Sensible Load .................... 76544 57483 Latent Load ...................... n/a 11497 Minimum Total Load 76544 68980 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. "TE C' .W f MALEUNG DEPAHEN .. wW o Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 28188 9280 Glazing Conduction ............... 18101 10103 Glazing Solar .................... n/a 23119 Infiltration ..................... 23296 7655 Internal Gain .................... n/a 2100 Ducts ............................ 6959 5226 Sensible Load .................... 76544 57483 Latent Load ...................... n/a 11497 Minimum Total Load 76544 68980 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. "TE C' .W f MALEUNG DEPAHEN .. wW o C) C6 LAND DEVELOPMENT OROVILLE ^BUILDING I._PERMIT CLEARANCE OWNERS NAME�,LJ 1 e PRINTLAsrmAmEFiftT ADDRESS/LOCA Building Permit No. A.P. �vr-) �OO - (9107' NUMBER COUNTY ZONING DESIGNATION: 1-5 FLOOD MAP: / FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: DEED INFORMATION: 5.08�C PARCEL CREATION BY DEEDS OR MAP I/ DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: DATE OF RECORDING: 1111131,67 AA LOT `�- BOOK /0 9 PAGE 3 COMPLIANCE WITH OLD Vl DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW. A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a T-6 ft. building setback from right-of-way/eentedine 0 GU L - UIE - EA e —3. Comply with Zoning code for building setback from road. >—( 4. Maintain a 100 ft. leachfield setback from all epsting wells. Y5. Maintain a S0' R leachfield setback from ]15,P 0 F 6'4"q SL OUk1 —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Dh4slon. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. . X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. f2—p V i JQ JZ -c> fi-D AAa, I N TN-- �j /4� C -C A U (zz�M 6N7- �=o r2- - rj 22. 23. 24. 25. 26. AIa lts;`�dol-w l FORMS\BLDG PERMIT CLEARANCE INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIV SION, ORS FROM: DATE: VILLE ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: ADDRESS/LOCATION: Comments: %GL/memos/releasehold Job number >> 00-004 Structural Calculations for Eric Hart Rancho Arroyo Lane Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax RN I . 71 'vo DATE 2/10/00 'JUku ' �4�. 2S �()O l� t� z� bUTTE CO Utv ry SUILDING-DEPARTMENT, "PPP, OVF 71/Zlc::;,o p1l CALCDATA ------------------------------------------------------- 11/13/97 .Rev 4-20-94 Calculation data ------------------------------------------------------ Description >> --------------------------------------------------------------------------- Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 80 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16PSF Floor live.load n/a. PSF Balcony live load: n/a PSF ..Soil data Allowable bearing: 120OPSF DL --------------------------------------- 13.20 USE: 14.00 LOADS LL ------------- ------------------------------------------------------ PSF 7:30 PM REV 8-13-92 ---------------------------------------------------- LOAD SUMMARY MODULE 2/10/00 DESCRIPTION >> >wall SLOPE > IN 12 > ASSEMBLY >roof ------------------------------- ---------------- DESCRIPTION SLOPE > 6.00IN 12 > 26.57 DEGREES 85 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 1.10 23 5/8" PLYWOOD 1.80 1.80 1..70 35 2 X 4 - 24" .70 .70 MISC. 35 2 X 4 - 24" .70 - .70 58 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 2.50 84 5/8" GYPSUM BD 2.80 2.80 USE: 17.00 DL --------------------------------------- 13.20 USE: 14.00 PSF LL ------------- 16.00 PSF TL --------------------------------- 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 2.1 3/8" PLYWOOD 1.10.. 1.10 38. _2.:X 6- 1..70 1.70 64 MISC. 2.00 2.00 58 INSULATION R19 1.10 1.10 83 1/2" GYPSUM BD 2.50 2.50 "DL ---------------------------------------- 16.40 USE: 17.00 PSF LL 16.00 PSF TL ------------------------ 33.00 ---------------- PSF 22-141 ' 50 SHEETS 22-142 100 SHEETS . 22-144 200 SHEETS p @ 11 N Ci\ INS x p SSBM_6 4:59 PM ------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/11/00 ---------------------------------------- Description >> RB -1 --------------------------------- GENERAL (L) > 23.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le >. .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS------------- -------------------- Uniform dead load > .077 kips/ft 47 % TL Uniform live load > .088 kips/ft 53 o TL Uniform total load > .165 kips/ft End reactions...'..* DL > .895 kips LL > 1.023 kips .TL > 1.918 kips Design loads ....................... Total load moment (M) > 11.149 ft -kips Total load shear (V) > 1.918 kips ------------------------- =LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO1. ...1000 675 95 625 1450 1700000 Size factor Cf > .989 Apply to Fb Size factor Cf > .900 Apply to Ft Size factor Cf > .900 Apply to Fcl Repetitive member factor Cr > 1.000 Load -duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 989 608 95 625 1305 1700000 ------,--------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 13.250 inches Required Actual Comment S (in -3) > 135.270 160.932 <ok> A (inl"2) > 27.410 72.875 <ok> I (in"4) > 1066.176 ------------------------------DEFLECTIONS----------------- -------------- Total load deflection > .599 inches L/ 466 <OK> Live load deflection > .319 inches L/ 874 <OK> Dead load deflection > .279 inches Minimum camber (glu-lams) > .419 inches <1.5*DL deflection> Standard 20.00'.R camber > .405 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 3.069 in -2 Minimum length > .558 inches Assuming full width bearing �aZ��►,�v��, 0!:50) Oso ,� 1510, PT_FTG2 5:07 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/ 3/00 -------------------------------------------------------------------- .Description >>F -1 -------------Load data ------------- --------------Soil data ------------- P > 8._240 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 53.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------- -------------------------- Footing data ------------------------------ Footing size > 3.000 feet Footing thickness (t) > 12.000 inches <ok> Distance.to reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial > 9.590 kips Total bearing pressure > 1.066 ksf <ok> Net bearing.pressure > .916. ksf Factored bearing.pressure >. 1.427 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension --factored loads - one way action <ok> Vu= (P "net) * (effective area) > 4.996 kips Vn=Vc=2-(Flc)-.5*bw*d > 28.800 kips Vn > 25.920 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 12.212 kips Vn=Vc=4(FIc)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips ---- ---------------- Footing reinforcement--------- Mu=(P net)*bl"2/2 > 1.606 ft-kips/ft Required Rn=(Mu/0)bd^2 > 27.878 psi Required p (bending moment) > .0007 Required As (bending moment) > .067 in^2/ft = .202 in -2 Min. required p UBC 2610(f) > .0009 33% increase applied Min. required As UBC 2610(f) > .090 in-2/ft = .269 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 " No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. G '2, 9j-,7"Ob PT_FTG2 5:08 PM -------------------------------------------------------------- Rev.9-30-93. Point footing 3/ 3/00 --------------------------------- Description >>F -2 -------------Load data ------------- --------------Soil data ------------- P > 5.057 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load'A > 53.000 --------- ---- Concrete ---------- --- ----------Reinforcing steel --------- FIC > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------ Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.871 kips Total bearing pressure > 1.081 ksf <ok> Net bearing pressure > .931 ksf Factored bearing pressure > 1.452 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.814 kips Vn=Vc=2(F'c)".5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension— factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.238 kips Vn=Vc=4(Flc)^.5*bo*d > 51:200 kips 0 Vn > 46.080 kips ------------------------- Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > .985 ft-kips/ft Required Rn=(Mu/O)bd"2 > 17.109 psi Required p (bending moment) > .0004 Required As (bending moment) > .041 in-2/ft = .096 in^2 Min. required p UBC 2610(f) > .0006 33% increase applied Min.'requir.ed As UBC 2610(f) > .055 in^2/ft = .128 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -.- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 4:32 PM ----------------------------------------------------------------------- Rev 9-30-93 Point footing 5/25/0 -------'----- ----------------------------------------- -- -- Description »41,13 -------------Load data ------------- --------------Soil data ------------- P > 5.333 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o . > 53.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.330' feet Footing thickness (t) > 12.000 inches <ok> Distance .to reinf. (d) .> 8.000 inches Footing weight > .814 kips Total P axial > 6.147 kips Total bearing pressure > 1.132 ksf <ok> Net bearing pressure > .982 ksf Factored bearing pressure > 1.531 ksf (1.7*LL+1.4*DL) ------------ -.--------------- Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P riet)*(effective area) > 2.968 kips Vn=Vc=2(F'c)-.5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension.- factored.loads - two way action <ok> Vu=(P net)*(effective area) > 7.633 kips Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips ---------------------- --- Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > 1.039 ft-kips/ft Required Rn=(Mu/o)bd"2 > 18.043 psi Required p (bending moment) > .0005 Required As. (bend_ ing moment.). . > 043 in^2/ft = .101 in -2 Min. required p UBC 2610(f) > .0006 33o increase applied Min. required As UBC 2610(f) > .058 in"2/ft = .135 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6.bars e.w. 1 No. 7 bars e.w. PT_FTG2 - 4:34 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 5/25/00 --------------------- Description »f`-4,� -------------Load data ------------- --------------Soil data ------------- P > 3.999 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 53.000 --------------Concrete-----------------------Reinforcing steel --------- FIC > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .600 kips Total P axial > 4.599 kips Total bearing pressure > 1.150 ksf <ok> Net bearing pressure. >. 1.000 ksf Factored bearing pressure > 1.559 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.078 kips Vn=Vc=2(F'c)".5*bw*d > 19.200 kips 0 Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.542 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .779 ft-kips/ft Required Rn=(Mu/O)bd"2 > 13.530 psi Required'p (bending moment) > .0003 Required As (bending moment) > .033 in-2/ft = .065 in -2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As. UBC 2610(f). > .043 in-2/ft = .087 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4. bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure Importance factor Basic wind speed Roof pitch * * * P R I M A R Y Assembly description > B > 1.00 > 80.00 mph > 6.00 in 12 F R A M E S A N D Ht. Ce Cq W A L L S Windward walls 80 Leeward walls .50 Total wall R -O 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 Qs > 16.40 psf 6 > 26.57 degrees S Y S T E M S * * * Direction <0'-151> <201> <251> .62 .67 .72 .0081 .0088 .0051 .0055 .0132 .0143 .70 .0071 .0077 .90 .0092 .0099 .30 .0031 ..0031 C O N T .0102 107 ..70 .0071 .0220 C O M P O N E N T S .0285 1.20 .0122 .0132 1.20 .0122 .0132 1.60 .0163 .0176 1.30 .0132 .0143 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners. Eaves or rakes without overhangs away from building corners and ridges away from ends of building .0094 .0059 .0154 .0106 .0035 .0118 .0083 .0142 .0142 .0189 .0154 1.10 .0112 .0121 .0130 1.60 .0163 .0176 .0189 D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0.305 2.00 .0203 .0330 .0354 0220 .0236 I File >SHEARW ------------------------------------------------------------ 5:49 PM 2/10/00 REV. 6=17-99 Shearwall schedule ------------------------------------------------------------------------ Description >> Common nails ----------------------------------------------------------------------- >> (Box nails) Mark Description HF DF . 1 3/8" cdx'plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2.- ..3/8".cdx plywood with 8d nails .312 .380 at 411, 1211 o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 1211 o.c. (.326) (.397) 4. 1/2" cdx plywood with 10d nails .254 .310 at 6'1, 1211 o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411., 1211 o.c. (.305) (.373) 6 1/211 cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7. 1/2" gyp bd with 5d nails wind .082 .100 at 711. o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven.wire lath with no. 16 gage staples, 0/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) V - 22-14150 SHEETS cwivao 22-142 . 100 SHEETS 22-144 200 SHEETS 0 W W W W W W xxx 0 VI N 000 In O O .� M C4V aav rrir C4 N N 0 4-241,- + -2S- (117-t-t��2�) (tb,4- --A) + 1010-7) - v �n.��� C►���) � 1,24-��-. (. Z �,, ` (Zti��.) (V g f y) (, n 14 3) �- \ 2 �,.) � 4or,.)�► t� W,) � '� I , � Z � �. 0 14 �Q-;�J -(11AJ �b/,z �r��1)`'o�V �'7 `b��,Pi4-3 010-7 +Q 4%�, C( (•r� 14-t- (I�l�� (���Cc 01�1� LO :De�tJ� "�rb/ . � 143 ,l�A010'1)�; Yrs • � ;!k�OQ' l< J LnWLn ��� W W W W W W 1/1 V1 Yf Inoo N vaa nrr •—•••�•••• y..+��n�Ly%`!..�:•SJ1:4�w.�:J..n:aS.e:..wi+�x.av mh�i4fi5:4r^!XRffiPaF91��'Ti1�M� �a.�-.rm.rwn.n.aw��...�rr.sr.�.....�uy.w.n�.w.+w �. w«.r.v.awmL�ptnr. �` G� `•�4 1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ,i 4 t j e 00 .5 6 V •S � � V a. 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS E if ,i 4 t j e 00 .5 V •S � E if ,i 4 t j e .5 V •S � E if 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS o I 1-5 T- i G t w9 -Zk- tQ • N � uj N N N W W W zxx N N N N O O N _ V vti A r r--------- N N N 11)3 C I CF O Qr IQP RN I 22-14150 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS CF O Qr IQP 22-14150 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS IQP 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS iz z C.ol 22-141 50 SHEETS 22.142 100SHEETS 22-144 200. SHEETS TJ N -4► F as C �i t 07 TJ N -4► F as C �i t 22-141 50 SHEETS 22-142 100 SHEETS' 22.144 200 SHEETS ID 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Q. (�o -7cS+ Yj oz� �. �j �- ,221 (� 8z� =' �� L I � . ttT- A ......... . . -Ms a �2`0.0'% OT rwe"(1 - 21 let 646 ®R I-& L & 22-141 50 SHEETS AmpAo 22-142 100 SHEETS 22-144 200 SHEETS DL eh 21-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS JA CSS �n s j it N till '1 .F N b �^ -- T all -h 0 22-141 50 SHEETS AmpAo 22-142 100 SHEETS 22-144 200 SHEETS Ch? Oj v L� 22-141 50 SHEETS AMPAD 22.142 100 SHEETS 22-144 200 SHEETS VS s s 'I } I� - o J' Q ... i i � N . 4 VS s s 'I } I� - o J' Q ! C3. f, N a o Y VS s s 'I } I� - o J' Q VS s VV 22-14150 SHEETS 22-142 . 100 SHEETS 22-144 200 SHEETS �N Ic I e� 1 .O^ 5� J 4� F � i- •1 N N .. M� VV 22-14150 SHEETS 22-142 . 100 SHEETS 22-144 200 SHEETS Im CC �N Ic I e� 1 .O^ 5� J 4� Im CC '7? N N N r L- r - WW W W W W xxx N N N 000 v1 O O - N ava CP t r— 22-141 50 SHEETS 100 SHEETS O22-142 22-144 200 SHEETS ^r s N � V O v . N t ..r � . i 03 s T r a Z 22-141 50 SHEETS 100 SHEETS O22-142 22-144 200 SHEETS Job number >> 00-004 DATE 2/10/00 Structural Calculations for Eric Hart Rancho Arroyo Lane Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 89272700 (530) 893-0532 Fax S�0 ARCy HA No 986% d� REN620J fj 99-2�$2U3� SME S1311.DINK3 DEPAHTME�'S' CALCDATA 11/13/97 ------------------------------------------------------- Rev 4-20-94 Calculation data --------------------------------------------------- Description >> ------------------------------- Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 80 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16PSF Floor live load n/a PSF Balcony live load: n/a PSF Soil data Allowable bearing: 120OPSF LOADS DL 7:30 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 2/10/00 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 23 5/8" PLYWOOD 1.80 1.80 35 2 X 4 - 24" .70 .70 35 2 X 4 - 24" .70 .70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.20 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 38 2 X 6 - 16" 1.70 1.70 64 MISC. 2.00 2.00 58 - INSULATION R19 1.10 1.10 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 16.40 USE: 17.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 33.00 PSF 22-141 50 SHEETS 22-142 100 SHEETS I 22-144 200 SHEETS Q 22-141 50 SHEETS 22-142 100 SHEETS I 22-144 200 SHEETS 2 SSBM 6 4:59 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/11/00 ------------------------------------------------------------------------ Description >> RB -1 =--------------------------------GENERAL-------------------------------- Span (L) > 23.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck - > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .077 kips/ft 47 o TL Uniform live load > .088 kips/ft 53 o TL Uniform total load > .165 kips/ft End reactions ........................... DL > .895 kips LL > 1.023 kips TL > 1.918 kips Design loads ............................ Total load moment (M) > 11.149 ft -kips Total load shear (V) > 1.918 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Ft Fv Fc1 FcJJ E DFL N01 1000 675 608 95 625 1450 1700000 Size factor Cf > .989 Apply to Fb Size factor Cf > .900 Apply to Ft Size factor Cf > .900 Apply to Fcl Repetitive member factor Cr > 1.000 S (in -3) > 135.270 Load duration factor Cd > 1.000 A (in"2) > 27.410 Adjustment for lateral support > 1.000 I (in -4) > Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 989 608 95 625 1305 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 13.250 inches Required Actual Comment S (in -3) > 135.270 160.932 <ok> A (in"2) > 27.410 72.875 <ok> I (in -4) > 1066.176 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .599 inches L/ 466 <OK> Live load deflection > .319 inches L/ 874 <OK> Dead load deflection > .279 inches Minimum camber (glu-lams) > .419 inches <1.5*DL deflection> Standard 20001R camber > .405 inches ---- - --------------------- CHECK MIN. BRG. AREA -------------------------- Minimum area > 3.069 in^2 Minimum length > .558 inches Assuming full width bearing 21-1.41 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS VOY tin V% il PT_FTG2 5:07 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/ 3/00 Description >>F -1 -------------Load data ------------- --------------Soil data ------------- P > 8.240 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load a > 53.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 3.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial > 9.590 kips Total bearing pressure > 1.066 ksf <ok> Net bearing pressure > .916 ksf Factored bearing pressure > 1.427 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.996 kips Vn=Vc=2(F'c)-.5*bw*d > 28.800 kips 0 Vn > 25.920 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 12.212 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.606 ft-kips/ft Required Rn=(Mu/o)bd"2 > 27.878 psi Required p (bending moment) > .0007 Required As (bending moment) > .067 in^2/ft = .202 in"2 Min. required p. UBC 2610(f) > .0009 33% increase applied Min. required As UBC 2610(f) > .090 in"2/ft = .269 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. i PT_FTG2 _ 5:08 PM ----------------------------------�-- Rev 9-30-93 Point footing 3 3/00 ---------------7--------------------------------- Description >>F-2 -------------Load data --------- --- --------------Soil data ------------- P > 5.057 kips Soil brg capacity> 1.200 ksf ,Uniform load > .000 kips/ft Live load o > 53.000 --------------Concrete-----------------------Reinforcing steel --------- FIC > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.871 kips Total bearing pressure > 1.081 ksf <ok> Net bearing pressure > .931 ksf Factored bearing pressure > 1.452 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ----------_ ----------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.814 kips Vn=Vc=2'(Flc)".5*bw*d > 22.368 kips ffi Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.238 kips Vn=Vc=4(Flc)^.5*bo*d > 51.200 kips Vn > 46.080 kips --------r----------------Footing reinforcement---------- Mu=(P net)*bl"2/2 ---------------- > .985 ft-kips/ft Required Rn=(Mu/o)bd"2 > 17.109 psi Required p (bending moment) > .0004 Required As (bending moment) > .041 in"2/ft = .096 in -2 Min. required p UBC 2610(f) > .0006 33a increase applied . Min. required As UBC 2610(f) > .055 in-2/ft = .128 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement— No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 22-141 50 SHEETS PAD 22-142 100 SHEETS ' 22-144 200 SHEETS 7 File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure > B .0051 .0055 Importance factor > 1.00 .0099 .0106 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 6.00 in 12 6 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S C O M P O N E N T S .0220 Direction 1.20 .0122 Ht. <0'-15'> <201> <251> Assembly description .0122 Ce .62 .67 .72 Cq W A L L S. Windward walls .80 Leeward walls .50 Total wall R 0 0 F Wind perpendicular to ridge - Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 .0081 .0088 .0051 .0055 .0132 .0143 .0094 .0059 .0154 .70 .0071 .0077 .0083 .90 .0092 .0099 .0106 .30 .0031 .0031 .0035 2.80 .0102 0 .0118 .70 .0071 .0330 .0083 C O M P O N E N T S .0220 .0236 1.20 .0122 .0132 .0142 1.20 .0122 .0132 .0142 1.60 .0163 .017.6 .0189 1.30 .0132 .0143 .0154 1.10 .0112 .0121 .0130 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.60 .0163 .0176 .0189 D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 2.00 .0203 .0220 .0236 Q File .>SHEARW 5:49 2/10/00 REV. 6-17-99 Shearwall schedule ---- ----------- ---------------------------------------- Description >> Common nails ---------------------------------------- (Box nails) Mark Description 1 3/8" cdx plywood with 8d nails HF .213 DF at 611, 121, o.c. (.173) .260 (.211) 2 3/8" cdx plywood with 8d nails .312 at 411, 121, o.c. (.253) .380 (.308) 3 3/8" cdx plywood with 8d nails .402 at 311, 1211 o.c. (.326) .490 (.397) 4 1/211 cdx plywood with 10d nails .254 at 611, 1211 o.c. (.206) .310 (.251) 5 1/2" cdx plywood with 10d nails .377 at 411, 1211 o.c. (.305) .460 (.373) 6 1/2" cdx plywood with 10d nails .492 at 311, 1211 o.c. (.399) .600 (.486) 7 1/2" gyp bd with 5d nails wind .082 at 711 o.c. edge & field Unblocked seismic .041 .100 .050 8 5/8" gyp bd with 6d nails wind .094 at 711 o.c. edge & field Unblocked seismic .047 .115 .058 9 7/8" cement plaster over expanded metal .148 or woven wire lath with no. 16 gage staples, .180 (7/811 leg) at 611 o.c. 10 3/8" plywood siding with 8d nails .131 at 611, 121, o.c. .160 11 Simplex "Thermo -Ply structural (red) .144 sheathing (0.115 inch thickness) .175 with no. 16 gage staples (7/16" crown. 1-1/411 legs) 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS p o e,_ JN W }� VN G -310ox 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Aw- If O ® J t J oMAI- ol ri Qc- (� J g /` 0 77� 22-141 50 SHEETS amvan 22-142 100 SHEETS 22-144 200 SHEETS C Jk 4% 5 - / VIP s 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 10 Q -26 � N '1- • v� o a 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 10 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS f- tf a J 22-141 50 SHEETS 77 22-142 100 SHEETS 22-144 200 SHEETS �v ' b 1J 1� t� S 4 F { t'f W 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS S t'f Q tJ CIN is � . Q CPIW III';' 141, t0b �Puj 36, t .VA V) at ► ����� Iry j-� . -16 b:5 i Y��o7�)(a)(Z�,s�''�3��Z�:+IX21h�,.�(,o��) �iq)�zi,�'Ja��,or-, - IM" Q 22-141 50 SHEETS amaan 22-142 100 SHEETS { 22-144 200 SHEETS J d r n� cicy ys 1 Q J W W W W W W Y x Vf N N ood LAO O N N a a_aa N M C NNCI Gv IV C . tu�t4&3�1�,4Z�� (3gO14 0 19 i . � lo���� �2-�''�lQ?sem �'. , D(�►`� • IV i . IV ��� W W W xxx N N 000 Ln OO N a04^ N N N N N N 3 1 ,1,1uo k- ��0 4-3 -�- ►ro)�L��1�� �oto� z (�?� 1� C C � � � t o-1) (b l � ..-�. l.�} �-�� ► o log �C� ) 1,- d iol)1 z ��rv43 l�5�17�� �. (ow /z� ����� 014 ►) �� 4 j�,� � � << ° ! o�� 2, G �J �- �LFw = C�¢z�y�,,,�;� �-'�+�19�'J(8�l'°�ol�+��'�y��4'���DIo1c l.xw' C� `'a� � �"� )��o Ida).�`+�/ ti 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ..12Di 5;7- -D Q tz 03 if L f ` 6 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS O ccs 40 I Cp co n _ cp < i v N v s r 1 CPIvp f tQ1 k. P -P e x NI ED 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS AJ 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS w' S R d En! V I� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS V E i s (6 �1 � s I � V' A� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS E i s �s � s A1� 1v V' 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS s �s 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS k3 N-0 0 It - k t -1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS k3 N-0 0 It - k N-0 22-141 SO SHEETS 22-142. 100 SHEETS 22-144 200 SHEETS ,\P- . If AN - 1 R;s ca QLI 22-141 SO SHEETS 22-142 100 SHEETS 22.144 200 SHEETS C 05 f� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS t -I l ' e� �J � n s cl i (� N N t Q CF, � Q N -J. f� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS t -I � n cl � (� N f� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS t -I .f -- OR-/ HART - D-3 COMM W -HVAC CHORD 2X4 DF- 1#1 e ,="!,T CHORD 2X4 DF -L #1 WEBS 2X4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: (TRUSS SUPPORTS (2) 200# MECH UNITS; FIRST UNIT CENTERED AT �A14-6-0; SECOND UNIT CENTERED AT 19-6-0; SUPPORTED BY TC; N WIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. Lf') 0 z W2.5X4 o W1 .5X4 +0 6 r A� 0 m w 0 w a z W5X4(A2) ® N2•SX4 0 c� z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS', CIIRMIDTCn civ Twirr .,rs ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 a W5X4(A2) so W3X6 a z1--00-•O 1`0--0 Q (�_ 17-0-0 I 17-0-0 _ _I IR -1311 W-5.5' 34-0-0 Over 2 Supports m c --N ^_ PLT TYP. Wave TPI -95 R Design Criteria: TPI S' I "NMNINO" 1N09f[f REOUTA[ IITR[NE CARE IN FABRICATION — C=) SO .1'.01 - NARDLINN, SHSEVING, INSTALL -1116 AND C� 16fitlmit �lq oADi A Pitt 60o nADIsOi,N(631 1 .POFORffAILTT PAACfi[tf0►RIORPLAYS TO C=) /EIfOINi R{ TN[ft ►NlCT IONS. 11LESS OTR[ANISE INDICATED. TOP CHORD SMALL NATE PADPIRLT ATTACRID cv STAOCTOAAI PANELS, BOTTOM CNSED SHALL RATE A PAOPERLT ATTACA(D 4I610 CLAIM&. co"IMPORTANT-- FIARISI A COPY Of TNIS 018101 TO ht INSTALLATIONCDtTAACTOR. WINE CICIN[ENID _ FRODDCIS. INC. SHALL 101 It RESPONSIBLE FOA AIT DEVIATION FROM hif Dale: ANY FAILURE TO [V IO ILO 1st TRIS ITS It CONFORNINCt NITN TFI: OA FAONICAtINS. HANDLING, SNIPPING. INSTALLING AID ALP I NE Noic OF TU..... 'NIS 0E510 CONFORMS IMI$ APPLICABLE PROVISIONS 0/ NOS (NATIONAL DESIGN :ac.7 SPICIFICATIDI 14ILISNED IT TS( AN(NICAN FOREST AND PAPER ASSOCIATION) AID Tfl. ALPINE CONNECTORS ARE RACE Of task ASTM Atss U40 CALI. SIE[L. EICEPT At A0T(D. A/►lT CONNECTORS TO [AIN FACE OF hs{f, AID 1Nltit OINEANISI SCIATIC 01 THIS Vistas. ►OSITI01 C01sECT011f ►EA aN►NINaS Ifo A•1. TIS SIAL ON THIS O-ANTtt INOIpf[f ACCEPTANCE OF 1A OF({SN/CLL ENGINEERING A� N.I+.P.�10QOCA 45�� It 1101{1/1l IIT sal [LT /0l INE TRUSS CORPONfor Olsiss SNOVs. lot SUITASILITT AND 0u or III$ ys�� COMORQT fOR AIT PARTICOLAN 101LOING 73 THE RESPONSIDIIIIT 0/ TNI BUILDING DEfISNtA, PER A1f1/TPT I•urs SECTION 1. R-1311 W-5.5' CA - 1 - - - F iE! TC LL 16.0 PSF TC OL 10.0 PSF �O BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. DUR.FAC. SPACING 33.0 PSF 1.25 24.0' Scale—.1875'/Ft. REF R427--38308 DATE 09/26/00 DRW CAUSR427 00270007 CA -ENG TSB/CWC SEAN - 18895 FROM ED M WOIiRT - -J-3 COHN W -HVAC L CHORD 2x4 DF -L #1 Ot- CHORD 2x4 Df -L #1 m WEBS 2x4 DF -L Standard - ~ LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: (TRUSS SUPPORTS 200= NEC" UNIT; UNIT CENTERED AT 13-6-0; cv UPPORTEO BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. 0 CV lr .7. W2.5XL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t nturuetnuct e..e.,...r IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: To BRACE TC @ 24.00. OC. BC B 72.00- ot. DEFLECTION MEETS 1./240,00 LIVE AND L/180,00 TOTAL LOAD. W4x4 N3 1s-0.0 R -7I4 N-3.5' 20-0-0 Over 2 Supports TYP._Wave TPI- AL°INE Alpine Engineered prodo Inc SlCriuenb, CA 95828 " slan CritariN- NNACIIN. NtI(I TD I1/•11 (NANDIINi IPfTAIIItt AID IPACINC) AI►UNIIlIEDNIY T j� ItSTAIIIIN AID 1 OTIi1fE, 97 0•oNorA10 DR.. SUITE too. RADIUM IS lSII I). /OR NEO IT PRACTICES (TRUSS ►SI HAPLATE T/ ISTRICTOOIL EA IOtR11I int[ FUNCTIONS- UNLESS OTAERH 1St INDICATED, t0► CHORD !Hall ID Cc ItPAVE PROPERLY ATIACIEO '•IMPORTANT"StIEOPPIf0S. 0A copy 00r THIN DES([ SAM I WE A *i0 INET(NfIAllAT10NATTACHED IC0 TRACiOf. AI PI HL tNo1N[iRLD MID INC- !MALI COT IE IES►ONSTOLI /OA ANY DIIIArIOP FROM THIS OESICII All rAILURE TO 11110 S O TRUSSES 10 CORIO/RARCE PITH 111: ON fulIICATINi, NANO!110, fNl►PINI, INlTALLIAC AND IIAtINI 0► ONOSSEN, TITS INCSIRR CON►ORNS WIN A/PLICAOLI ►AOTISIONS Of NOS (NATIONAL OISICI S/NCI/IUTIOt IDOIIfA[D 1Y AAMERICAN EOCIST AID PAPER ASSOCIATION) AID TPI. ALPINE CON IECTONS ARE RAO( Of IONA ASTM AGS1 0140 OAIT. flEll. EXCEPT AS IOfED, APPLY CONNECTORS TO EACR ►ACV o► TIOf7. ASD DNIISS OTSERNISE LOCATED 04 T013 OISICN, /OfI1I0N CONR[CTOAS PER OIAYINtf t00 A•1. TRY fl Al ON TM(1 ORAYIt1 INDICATES ACC(PTAUI Or tiorESSEORt. ENGINEERING RISPOISIIIIITY Sol(IT rot TIE TRUSS CONIORINT OESICI SNOHN, THE SNfTA1iLiTY MO USE NE THIS CONPOtpT SOI AIY PAA1111Lll .1111.01119 If IA( AESP0491BILITY of Yet (DLI DING 0 SICIIEI. IIA ANSI/TPI I•IONf SECTIO( 1. X4 0 s R-740 W -3.5 - CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0° 5-4-1 B-0-0 Scale-.375'/Ft. REF R427--38309 DATE, 09/26/00 DR W CAUSR427 00270006 CA -ENG TSB/CWC SEAN - 18892 FROM ED Name IHART ERIC & ALISON Addr1 1242 BROADWAY S T E 11 Addr2 I CHICO CA 95928-5341 Addr3 Addr4 Comments 14210006400 CONVERTED 09/08/88 Creaking D oc# 1983R 2884539 D ate Current D oc# 1998R 35911 Dake 8/21 /1998 Killing Doc# D ate Asmk D esc I RAN CH O AR R OYO LN Zoning JA5 00 D well I1 Acres/Sq Ft 15.08 � N /C 042 S uplCnk F— Asmt # 042-100-064-000 Fee # 1042-100-064-000 Status ACTIVE Status Dake Tax [00-0 INORMAL OWNERSHIP TRA 062-022 S ileus 11505 RAN CH O AR R OYO LN CH I COQ Base D t 112/3112001 L d Timber Preserve AgPres Etal N otes B onds multi Situs Flag1 Flagg 910 MH Asmt PP Pen Tax PP Pen Appeal Pending Split Pending an 119x588 S tructure 360000 Fixtures 0 G rowing 0 1� Total L&I 482,588 Fix. R F 0 $ �, MH PP 0 PP 0 Exempk 0 Netj 482,588 R/C#j T!R DtI R!C Stat I PHY I OWN I EXP I TAX I_ HON I ATT I SIT I APR. I PCL M jam: Find COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96). '� 4. `` APPLICATION AND PERMIT 0-/! 9 ASSESSOR PARCEL NUMBER 042-10-0-064 ZONING BUILDING PERMIT OWNER ERIC HART LEPHON TE 892E 1200 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1505 RANCH ARROYO LANE, CHICO 120 r 6480 144 r 7776 CONTRACTOR'S NAME DIVERSIFIED TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99-00- ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ GA 25 BUILDING ADDRESS 1505 RANCH ARROYO LANE CHICO Energy Plan Checking Fee $ $ PERMIT FEE _ 35 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 2 3. 00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION TO SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 RLE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELUNG OCCUP, SO OR ADONS. ( & ACC. BLDS. 3.5¢FT. NEW CONST. MULT.' CIRCUITS NON-R61D. 7.50 POWER APPARATUS & SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FDRURES SA� @'; 0 Ex. Occup. OF"LUT ED APRESIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ y p rson in any manner so as to become subject to workers' compensati la of California, and agree that if I should become subject to the workers' p ` sati rovisio s of section 3700 of the Labor Code, I shall forthwit om y ' th se pr ions. ��C�— ,�J X _ Date _ Signat a of licant - Ow r ❑ Contractor ❑ Agent An O A per it is requ' ed for excavations over 5'0" deep and demolition or constr ction of ctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ46-00 cors . TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat a ove for which fees have been paid. 1 1 B D to / /L� PERMIT EXPIRES ON O Receipt No.30.11 WHITE-D.D.S.-B.D. CANARY -ASSESSOR P -INSPECTOR I GOLDENROD PLICANT M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �1_ I C_4 ASSESSOR PARCEL NUMBER: Proposed Building Use: jiddV td --71. Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 111. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 1:15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑6. Energy Design Compliance and supporting documentation. 1:17. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. tanufactured ome data d installation instructions including Tie Down Specifications. Fees of $ Impact fees as shown on the attached schedule.California Department of Forestry plan approyal/fees. ❑ 13. Flood elevation certificate ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1:119. Encroachment Permit for driveway (construction approval prior to occupancy). ❑ 20. Pre -inspection for required. 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 1127. Manufactured Home utility clearance. ❑28. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D 1130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant R �� ^�' r�•�:V1..wvi.T ' tr �7{ ' rX✓Arr—• �.I•y��r"� .�'...r''+v , . ' }r4� + » •„+� r �.� ^ 1 J & ( �47 � ASI ; c �"• - k " � � ..., C(UVTY O BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' ,, `''�x ,T - INTY CENTER DRIVE - OROVILLE, CALIFORNIA"95965 -TELEPHONE (530) 538-7541 �- PERMIT APPLICATION DATA SHEET Y t OWNER:�1 G 4ASSESSOR PARCEL NUMBER: Proposed Building Use: ,� j Building Inspector Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: z Date Received By 01 All items have been submitted -------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ---4v-1 ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Complianceland supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118 -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ f anufactured ome Qdata d installation instructions including Tie Down Specifications.------------------ Feesof $t� O --------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ---- -- - - ---- ------------------------------------ California Department of Forestry plan approvaUfees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- E115 ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and ;business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approvalffor (A) Use: (B) Parking: ---------------- --------- 0 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway construction a royal prior to occupancy), --------- ❑20. Pre -inspection for regiiired. Request to Building Inspector on `,(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. -----------------------------------❑22. Workers' Compensation carrier and policy number. -------------- -------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment,St�atement., ------------------------------------------------- 026. Letter of intent on building use. ---------------------------------------- ------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ---------- E130. Other: y When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. S7YZc�G T• 11ZeFV1 C?V�/ -7//z/6 P /� Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: By: Date: By: 1. Index pen -nit application for the above items numbered: / ❑ Plan Check List 2. Additional items required: Contractor, designer; owner; w " t�'he v ~ . data by ❑phone, ❑mail, ❑Building Division counter, by • Date' . Contract�oJ ,ddeesip -cin re✓,j, ash visec� dfif *`above r�quired data by ❑ phone, ❑ mail, o Buildirr"gbiv, ision countei, by, � Date ?r L -JAcY designer, owner, `vas advised of theve required data by ❑ phone, ❑ mail, ❑ Building Division counter, bye -'rr �Datb: Contractor, designer, own, was advised of the above regiiu�ad•'data by phone, ❑ mail, ❑ Building ivi n ter, by �” IDate Y Plans reviewed by: Date: Plans approved by: Date: ' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District CAI A.P. Number Ot1_ t O 7 Jurisdiction: City Property Owner Property Location/Address Subdivision Residential Development building Department, No. C��ounty No of Living Mobile Home Addition/ •Supplemen Ito Units Installation Conversion Permit # '(No foun tion ....................................................................................... New Addition Representative (Floor/plans reviewed by School District Personnel) District Identification No. School District certifies that I (Street Address) Lot No. Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) e / 00 (Phone Number) (City) (State) (Zip Code) x %s has complied with the requirements of Resolution No. O '� by payment of $ �[ \ representing T square feet. FAB $ t (` FULL MITIGATION $ 6t kQ School District Representative Date r Paid by Check # AJ 4 Remarks: 0'e J �/ i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 110/98)dmm t f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7, County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 2/96) APPL CATION AND PERMIT - 60" /':� 6x- SSOR'ARCgL '-W Q 1O"NO BUILDING PERMIT TI SO. FT. OCC. BUILDIN9 VALUATION PERMIT FEE i . Uv MECHANICAL PERMIT Filing Fee. 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES 1 f Mobile Home Installation Fee b Energy Inspection Fee b °C CDNST fYl TOTAL FEE $ NAZ D. Mes err RMO cop, ARCH vo NO a9UE ^. This permit Is hereby Issued under the applicable provisions\ of the Butte County Code and/or Resolutions to do work Indicated above for which fees have beg paid. ��11 By Date +- 0,14 S rvc� geoD G rl ^ •q,�TORY NAME T ( TELE -HONE (L :ZZ -s MARJNO ADDRESS i TRUCTgN LENO ER Fireplace ER•S wuuND ADDRESS Total Valuation b IrMcT OR ENOINEEA UCEI6E NO. Filing Fee b 20.00 Permit Fee b : TELT OR Em"EER7 MAAJNO ADDRESS Plan Checking Fee b .*4 ADDRESS ��—'' Energy Plan Checking Fee b W PERMIT FEE _ NO. SUaoNEiIDN9NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE O Duplex O Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK w ❑ Addition O Reemodelnn❑ ^^Uti�"�s-- O Installation )scribe Work: C�--���!\ ❑ Other O Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Flin Fee 20.00 LES Main Service aooA o�R LESS 23.00 \I 1 Main Service 200A TO )000A 46.00 NEW CONST. DWELL!)O O '.JP- OR ADDNS. a ACC. albs. ,00 hm CONST. MULTI -OUTLET NOILRESID. @7.50 PO WEA AaVAA11TUS a 9NOLE O d0. Ex. Occup. OUTLET OR fDCTURES Bw 0 I' p Ex. Occup. alo�EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i . Uv MECHANICAL PERMIT Filing Fee. 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES 1 f Mobile Home Installation Fee b Energy Inspection Fee b °C CDNST fYl TOTAL FEE $ NAZ D. Mes err RMO cop, ARCH vo NO a9UE ^. This permit Is hereby Issued under the applicable provisions\ of the Butte County Code and/or Resolutions to do work Indicated above for which fees have beg paid. ��11 By Date +- 0 • -r AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the attached form. The legal description is the narrative description of the property -which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this in- formation. (The description may be handwritten or typed in the space provided or . . attached on a separate sheet if more space is required.) 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you., Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. MONDAY - FRIDAY 9:00 a.m. - 4:00 p.m. for Recording Sheet. Transmittal Owner's Name: �ri-L Date:—6 ' l 9.00 A.P. #• C)q a - )C )o -f Permit #: ITransmitted Documents: ❑ Approved Plans 17 Approved Plans with remaining items on Permit Application Data Sheet. 13 Plans to pickup for corrections and revisions. ❑ Building Division A.P. File. Please return to the Oroville office within three (3) business days. Other: Process as Follows: 17 Call and hold for pickup at the ❑ Chico Office ❑ Permit applicant has been called. Hold for pickup at the ❑ Chico Office ❑ Deliver with next inspection. G10 { L� r �clhoo / -Pee -{��r� o� fat, �Q X80. a Wi;G-sed � cvrrecf-- . Pro u-, de cZn "dA -10-116J c.opv -o� 41� a, Pro 6� rev I SM 4ru.4-4AO 4 Prov?de_ VI elr) leve- JUL-14-00 FRI 07:81 AN T.NORLIE - ARCHITECT THOMAS W. NORLIE ARC HIT ECT 530 894 7287 P.01 i, -,.®cam J V L e,�UJ +IA� CJ c rev f- �2 6APAYrC C� L C.0 k'M ri P -ECT PROCESSING RF-CORD APPLICANT: OWYM '. PERMPT #: A. P. #. WORK DESCRIPTION: DATE DES ON OF STEP camcr - Z 40 Permit clearance ❑ APPROVIED+ CONDITIONALLY APPROVED Genera/Information Owners Name: Same as Computer Information: ❑ No Vyes Address:/P/�–�(� (� l f (�Lkl ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: PropertYlnfonnation Zone District: _ A-5 Date of Zoning Ordinance: General Plan: C Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement Iff No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan IN No ❑ Yes Violation Area .5 No ❑ Yes Specific Plan Pff No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone n No ❑ Yes, check use I Floodplain ❑ No Yes Zone: Watershed Protection Zone R No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Mobile Home Other Date: AP #: ❑ Cohasset Panel Number:098 8 S C_ ❑ SFD ❑ Residential Accessory Proposed Use Comolies With: General Plan Zoning Pr000sed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zonincl Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street Rear Height . R -,F-11 . T Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: 2 Map Q Derr"I C/ &M Mf Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes Date of Recording: % I -is — & 7 7" "', Lot: Block: Book: 0� P g 9 e: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Constriction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constrict road to General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. a I )JT n 1 JJf SO LGAc« ETQAc 1L - JPr�-a`T0O- r;. �'ra�l S C>a�a t. � �.,, s� Ae-r ��5 . � N �,�., �-� -�� �5 Qom► �� � a� rT GV f, Gre-f-- Ei IJV i 4 z �IZ m.N c)-4 0 is 62 r a.; a z -_,),.,j ONGFELLow- LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 kfr Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 � I (916) 387-0116 jj=�/' ION AGEN6 Y Ys `� er Prod P4d P1O bBox 20455" ,�16�` Portland, OR 97APPROVED (503) 254-0204 LONGFELLOw LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800)678-0112 (530) 893-0112 - FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior 'quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ . Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs withoull written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. 0W. !41 !i, tIlL ti'�A 1 8 ' 1 4 i �f4��Flv �a�o LJ 0 V,� —/00 —0 6 �4 0MONYENTAL HEALTH DEC 2 81999 Chico, Callomia JG% o 5Q f -T L�f! APPROVED Butte County Environmental Health r .,matt e v® PWI DING ®EPAF'UMO APPROVED --27 MAJIING DEPARTMEN 313 APPROVED (hart0523-castle / hart cut --5-23-00 - B2 9' mono hip 7' sb ) TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 � WEBS 2x4 DF -L Standard C"-) PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. VOL: IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND 17— SLOPING TC OF TRUSS AND JACKS To HIP RAFTER. SUPPORT EXTENSIONS cc) EVERY 1.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT � TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER o HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPo699. ,SUPPORT HIP RAFTER WITH CRIPPLES AT 1- 5- 0 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0-.Z WU4 o W3A.:_ C 5 ��� JITE ClB.J1� H 7-0-0 _1_ 2-0-0 J ¢ M41LEE 14ING ®EPART MAEEN 9-0-0 Over 2 Supports 2-11-4 A O a - a R-532 W-3.5" R-707 - V NEDAP -0-0 w ® Lr, w W3X4=- W1.5X4 01 z W2X4 Al) o 11-0-0 ��� JITE ClB.J1� 7-0-0 _1_ 2-0-0 J ¢ M41LEE 14ING ®EPART MAEEN 9-0-0 Over 2 Supports a R-532 W-3.5" R-707 - V NEDAP ® Lr, o N PLT•TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.375'/Ft. CI C=� "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. RANKING. SNIPPING. INSTALLING AND "BRACING. REFER TO HID -91 (RANDIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'0110FI10 ON.. SUITE 200. MADISON. VI S5119). FOR SAFETY PRACTICES PRIOR TO W. TC LL 16.0 PSF REF R427--11595 p PERFORMING THESE FUNCTIONS. NRLESS OTHERWISE IGDICATEO. TOP CHORD SMALL GAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05/24/00 N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 21GID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TNI INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW 00145008 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOA ART DEVIATION FROM THIS DESIGN: ANY FAILURE i0 C CAUSR427 N ALPINE BUILD THE TRUSSES [N CONFORHANCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACII6 0► TRUSSES. TtlIS DE51G1 CONFORMS YITM APPLICABLE PROVISIONS OF PDS (NATIONAL OEfI61 E9�pBaD200Y BC LL 0.0 PSF CA ENG AEB/GWH CORRECTORSAREPINE NMADESOFDlOGATASIR ASSD GR40RGALT. STEEL. 110EAND PAPER SPTIASI NOTED. TPI. APPLYUCONNECTORS TO EACW FACE OF TRUSS. Aro ORLESS OTHERWISE 01 PER T► May 24 2000 * TOT.LD. 33.0 PSF SEON - 16433 LOCATED THIS DESIGN. POSITION CONNECTORS DRAYIRGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING TOE �. C � P DUR. FAC. 1.25 FROM and p,,�,,,.. AIPI➢C)�"'""""`•�' SUITABILITY Of TN ISO}' ICULAI LDIN6SS OISOTNLTR[SPONSIBI SGLTo>aeLmBD,CA 9582E COMPOTE TRES?CISIBIFOAYAIIYLPART NUIR RESPONSIBILITY OF THE BUILDINGOESIMAND ERSEPER ANSI/TPI 1.1995 SECTEOR 2. SPACING 24.0" (hart0523-castle / hart Cut --5-23-00 - a3 9' mono ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: N BOT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. C-3 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 11. 10 PSF BC LIVE LOAD PER UBC. C 00 C_- rn 0 W1.5X4 M H 4-1-1 V 1 .A A O a A C.:3 8-0-0 Ce W1 5X4 01 W2.5X4 a z 4W2X4A1)Em w z w 1-0-0 -9-0-0 Over 2 Supports R-364 W-3.5" R-282 13. co 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI ST -WARN ING•• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND p DRACINN. REFER TO BIH -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p IA STITITE, 611 D'ONOFRIO OA.. SUITE X00, MADISON. NI 53119), FOR S►TETV PRACTICES PRIOR TO p PERfOlN1Y0 TNCSE FUNCTIONS. INLCSS OTXLIIM[SE JADiCATEO, TOP CHORD SNALt NAPE PROPERLY ATTACHED N 31RUCTURAL PANELS. 60TT0A CHORD SHALL MAY, A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-' FORA ISH A COPY OF TRIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO"CTS. INC. SHALL NOT BE RESPONSIBLE FOR ART BE IATIOM FROM THIS DESIGN. ANY FAILURE TO N BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: 01 FASITCAfIN6, HANDLING. SHIPPING. INSTALLING AND AL. P I N E ERACIIt OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of WOS (NATIONAL DES16N .?: SP ECI FICA I OM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of TURA ASTM A953 CRAG GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE tOCATEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine (�P�ng�m����edP1,,,E....,,, � IE SFON$IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .i�c�,o1W, GA 9SL28 r COMYDRENT FOR ART PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA AN 1-1995 SECTION R. w- 24 2000 v MAIMING DEPARTMEN Ar`PROV.". CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DURJAG. 1.25 SPACING 24.0° Scale -.375"/Ft. REF R427--11596 DATE 05/24/00 DRW CAUSR427 00145009 CA -ENG AEB/GWH SEON - 16435 FROM Ind t F� v MAIMING DEPARTMEN Ar`PROV.". CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DURJAG. 1.25 SPACING 24.0° Scale -.375"/Ft. REF R427--11596 DATE 05/24/00 DRW CAUSR427 00145009 CA -ENG AEB/GWH SEON - 16435 FROM Ind (hart0523-cestle / hart cut --5-23-00 - bl 21'8 h1p 4' sb TOP CHORD 2x4 OF -L #1 :T2 2x4 DF -L f16Bet.. N BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. cam: (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o W5X4 o W5X8 - 0 tY c w LY w W mPAv = Al . DAY RI W3X6(A1) e c5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 4- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W4X6 _ W5X4 s - W3X4 Ea UL: t•A�1 W3X6 (Al) Ea w 1-00 1-0-0 -m zcoil bcKjw. 1_ 4-0-0 I 13-8-0 I 4-0-0 I ¢ ROlL??)I G I 21-8-0 Over 2 Supports DEPARTe , R-1227 W-3.5" R-1227 W=3.5• Jp1 PRuVE J.. C=- N PLT-TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - - F Scale =.25' Ft. pl ••WARNIMO " TRUSSES REODERE EITREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. KITO RID -91 (HANDLIR6 INSTALLING AMD BRACING). POBLISUED BY TPI (?MUSS PLATE TC LL 16.0 P S F REF R427--11607 C=) INSTITUTE. 587 D'OROFRIO DR.. SUITE 100. MADISON. WI 57119). FOR SAFETY PRACTICES PRIOR TO IERFORHING ,1 ' C=) C'V _ THESE FUNCTIONUNLESS OTBERWtSE INDICATED. TOP CROW SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM SiCHORO SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. TC DL 10.0 -P SF DATE 05/24100 '•IMPORTANT— FURRISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRf EI6TIEIKID BC DL 7. D PSF DRW CAUSR427 00145013 PRODUCTS. INC. SRALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE DDCV NG A BHACINCILO HOFTTRUSSES. THIS DESIGNICORFOAMSTH TPI: OUITH APPLICABLE PROVISIONSTING, DANDLING. SOFPMOSG(NATIONALIBEST BC LL 0.0 P S F CA -ENG A E B/ GWH YA L P INE SPECIFICATION PUBLISHED BY TBE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE NAGE DF 200A ASTM A553 SR40 GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO * May 2 4 2000 TOT L D 33.0 'P S F S E O N - 16464 EACH FACE OF TRUSS. AND UILESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER . . D UR .FAC . 1.25 FROM rad Alpine .n �uIL P DRAWINGS 160 A•1. THE SEAL 01 THIS ORANING INDICATES ACCEPTANCE Of PROFESSIONAL INSIDE EAING _/` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE'SUITABILITY AND USE Or THIS SacrEaC9ID. CA 93828 �poomfTPI roz ANYCPAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER a' SECTION SPACING 24. UH (tiartO523-castle / hart cut --5-23-00 - b2 21'8 hip gird TOP CHORD 2x4 DF -L J1 :T2 2x6 DF -L $2: N BOT CHORD 2x6 DF -L #2 11 WEBS 2x4 DF -L Standard 0 `�j PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. fm": IADDITONAL LOADS cI BC - 2560 LB Conc. Load at 9.00 0o cr-� BC 1118 LB Conc. Load at 11.00. 13.00. 15.00 o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-2000 W04 o W1.5X4 a WSXB = A 5 r 0 :x t� A W .W W3X8 a W3X8 11 z W4X4(A1) = c5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (Bd_box_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 2 ROWS @ 6' o.c. (EACH ROW) WEBS : 1 ROW @ 4' o.c. USE'EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. NEGATIVE REACTIONS (R--1056# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. W8X8 s W6X6 = W5X6 m " W6X4(R) 3 W6X6W2X6(A1) W2.5X4 a 15-6-,4 -I° L— 5-8-12 _1- 10-2-8 I 5-8-12 I fE 21-8-0 Over 3 Supports R-1717 W-3.5' R-6787 W-3.5' R--1057 W=3.5' w c O N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 'WARNING•• TRUSSES REOUTAE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND -� PN�� C=:) BRACING. REFER TO "1 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE QS.� W& p INSTITUTE, SB) D'ONDFRIO DR.. SUITE 200. MADISON. WI S3)19). FOR SAFETY PRACTICES PRIOR 70 C=) PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PAOPEALY ATTACHED N STRUCTUML PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT+• FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEEREO �; PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T 5 N ALPINE 80110 To E T1U55[S IN CONFORMANCE WITH T►1; OR FABRICATING. HANDLING. SHIPPIRG, INSTALLING A BRACING OF TRUSSES. 'THIS DESIGN CONFORMS MITE APPLICABLE PROVISIONS OF 403 (NATIONAL DESI 3c CONNECTORSION PUBLISHED Of ARE MADE OF 20GATHE ASIMMA6S3AGR40RSALT. STEEL. ETCEPT ASAND PAPER INOTED.D TPI. APPLYALPINE CONNECTORS TO * May 24 200 EACH FACE OF TRUSS. AND UNLESS OTIERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �p ORAWIIGS 160 A•1. TME SEAL OR .11 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENSINEERING /• �1� A1piw f �=,ImRESPORSIB ILSTY SDIEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' �m.CA 95M9cOMPORFNr raR ANY PARTICULAR BOILDI96 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C)p ANSI 17P1 1.19BS SECTION 2. --7 dUTTE z ; IWILOING DEPIFARTM a t CA - 1 - - - F Scale -.25"/Ft. TC LL 16.0 PSF REF R427--11609 TC DL 10.0 PSF- DATE 05/24/00 BC DL 7.0 PSF DRW CAUSR427 00145014 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF SEAN - 16466 DUR.FAC. 1.25 1- FROM and SPACING 24.0" (tLart0523-castle / hart cut --5-23-00 - dl 40' stub hip TOP CHORD 2x4 DF -L #1 :T2. T3 2x4 DF -L 413Bet.: N BOT CHORD 2x6 OF -L #2 :B2 2x6 DF -L SS: WEBS 2x4 DF -L Standard Lr PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a ' IADDITONAL LOADS c— TC - From 40 PLF at 6.00 to 40 PLF at 20.00 o BC - From 11 PLF at 6.00 to 11 PLF at 20.00 C. -> BC - 248 LB Cone. Load at 1.90, 24.98 o BC - 233 LB Cone. Load at 4.06, 6.03. 21.03, 23.06 z BC - 708 LB Cone. Load at 27.07 RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-2000 W5X12 e ird ) THIS DWG PREPARED FROM COMPUTER INPUT W2.5X4 e v 5 W5X6 a W3X10 B W3X6 an A W1.5X4 0 arx T (A) w la '2-10-1 w l w W6X6 - W5X8 s W5X4 E3 W1.5X4 b z w )S A DIMENSIOUS) SUBMITTED BY TRUSS MFR. . ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4Q W6X12 ft W2.5X4 a W6X4(C8) e +-0-0 W4X4 M W2.5X4 to B2W5X8 a W1.5X4 N HS2514 (C8) a HS412 Es w P -D \ AME 9 C 6DU lU' z u. 1_3-0-0 _1_ 22-0-0 I 9-0-0 ' I 34-0-0 Over 2 Supports RAILI�DIG DE®®R ® R-2559 R-2536 S.-, APPROVE �I Rh -23 o N PLT TYP. High Stren th.Wave TPI -95\R Desion Criteria: TPUST CA/- 1 - - F Scale — 1875° Ft I 0 0 0 N N • A L P I N E ` CA 95B2E "YARNI M6-- TRUSSES REOgAE EXTREME CME II FAB4ICATIOM. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91. (HANDLING IMSTALL196 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INstITNITE. $BS D'oNofllID OR., sO11E too. MADISON. WE 931 19). FOR SAFETY PRACTICES PRIOR To PERFORMING TRESE FUNCTIONS. UNLESS OTRIAVISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAPE A PROPERLY ATTACNED 91610 CEILING. 1MPORTAN7-- FNRAISM A COPY O► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1G11EERE0 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM felt DESIGN: ANT IAILURE TO BUILD THE RACING OFTRUSSES TRUSSES.I CONFORMANCEAN DESIGN1TH TFI: CONFORMSOWITH APPLICABLE PROTISIONSFABRICATING. HANDLING. SOFPRDS (RATIO ALTDESIG AMERICAN. ALPINE COIIAECTORSIANEPMADE OFDABD6ATNASIR A653 G14OAesT GALI. STEEL. EXCEPT AIM PAPERIASENOTED.D APPLY COICTORS TO PE to EACH fAtE Of TRUSS. AND UNLESS OTNERYI SE LOCATED On THIS DESIGN. POSITION CONNECTORS DRAWINGS 160 bT. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E16AEERIM6 THE COMPONEDNSNT RESP IFORYANYIELY FOR PARTICULAREBUILDING IS THUSS ETRESPOM IBILITY OF THE BUILD GIDESIGHE0.GEPE5 THIS ANSI/TPI I.19PS SECTION E. w * May 24 2000 * �'4�.� - TC LL 16.0 PSF TC 0L 10.0 PSF BC DL 7.O:,PSF BC LL 0.0 PSF TOT. LD. 33.O.PSF REF R427--11598 DATE 05/24/00 DRW CAUSR427 00145015 CA -ENG A E B /GWH SEAN - 16438 OUR. FAC. 1.25 FROM and SPACING 24.00 (hartO523-Castle / hart cut --5-23-00 - d2 34' hip) THIS DWG PREPAREO FROM COMPUTER INPUT (LOADS E OIMENSIONSj SUBMITTED BY TRUSS MFR. TOP CHORD 20 OF -L #1 "DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 10 PSF BC LIVE LOAD PER UBC. co PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 00 rn cS IW4X4e- W3X81m W4X48 v 0 0 a rz.. 1= w . a w _ W3X6 W3X6(A1) o Ra z Wl. 5X4 W W3X81$ W3X8 a z W1.5X4 W w W1.5X4 W W3X6(A1) m �• 11-0-0 I 12-0-0 I 11-0-0 1 34-0-0 Over 2 Supports iml R-1126 f1. o N C— PLI TYP. Wave TPI -95 R Design Criteria: TPI(S ( --YARNING'- TRUSSES REQUIRE EIT4EME CARE IN FABRICATION. HANDLING. SNIPPING. IMSTALLING All C=) - BRACIM6. AEfIA TO HIR -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE p INSTITUTE, S07 D'OMOFRID DR., SPITE IGO. MADISON. NI 53119), FOR SAFETY PRACTICES 11IOT TO p PERFORMING TIES[ Tog7iBit. UNLESS OTH14VISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED CV STRUCTURAL /ARILS. 0OTTOM CHORD SMALL MAP[ A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT'• FURNISH A COPT 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERCI di PRODUCTS. INC. SMALL NOT Of RESPICEONSIBLE FOR ANY DEVIATION FROM THIS DESIGN{ ANY FAILURE A�TQq A.L P I N E BRACINGBUILD NO►TTINSSE$. WTBIS DESIGNITH TPI: CONFORMSDWITHAAPPLITCABLE PROVISONSSHIPPING. No$ (NATIONAL INSTALLING OES41 SPECIFICATION PUBLISHED BY THE AREAICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE CONNIC701S ARE MADE OF TOGA ASTM A6S3 GRAD GALT. STIEL. EICEPT AS NOTED. APPLY COIIECTORS TO EACH FACE OF TRUSS, AND TILES$ OTIERIISE LOCATED 00 THIS DESIGN. POSITION CONNECTORS PER ORAIINiS 160 A-E. THE SEAL 01 THIS DIMING IRDICATES ACCEPTAMCE 0► PROFESSIONAL ENGINEERING ♦1„�En � R(SP043I01LTTY SOLELY FOR THE TRNSS COMPOWINT OESIBA SIONN. THE SOITAGILin AND USE OF THIS CA odd CONPOMEIT FOA ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AASICIM 1•lt9s SECnoN:. R-1118 I AU Z LB -0-0 <1k:0 CA - 1 - - F Scale -.1875"/Ft DW N 24 2000 * ��- tE� TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--11599 DATE 05/24/00 DRW CAIISR427 00145010 CA -ENG AEB/GWH SEON - 16442 DUR.FAC. 1.25 FROM and SPACING 24.0", (ILartO523-castle / hart Cut --5-23-00 - d2d 34' hip drag ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ** THE MAXIMUM HORIZONTAL REACTION IS 2555.61# •* ,BOT CHORD 2x4.DF-L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/24D.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. <<DRAG TRUSS>> TRANSFERS 77.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM o AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD: M C77 O ' — — -- - W3.X46-W7X6�--!----. _. H. V • A O a A W a W w. z - W3XB (B1) a W1.5X4 In W3X8 ® W2.5X4 E__ W1.5X4 Il w W3X6 w WIAVLai) s !, 15-0-0 I 4-0-0 I 15-0-0 I 34-0-0 Over 2 Supports R-1128 W-3.5" Rh -2556/•2556, R-1116 c— I- 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD ••NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ARD L I BRACING. REFER TO RID -91 (HANDLING INSTALLING AND BRACIRS). /UBl15MFD BY TPI (TRUSS PLATEpt,D W. •7 C= - INSTITUTE, SOS O'OROIAIO pl.. StllTt 100, MADISON. NI 51119), f0A SAFETY PRACTICES PRIOR TO O PERFORM IMG TDESE FUNCTIONS. LIDLESS OTN(IYISE INDICATED, TO► CHORD SMALL HAVE PROPERLY ATTACHED 0 t'V STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- f1RRISR A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1G11EERE0 d: PRODUCTS. INC. SIAL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO N A L P I N G BUILD THE TRUSSES IN CONFORMANCE VI TPII OR FABRICATING. HANDLING, SNIPPING, INSTALIIN. AND BRACING Of TRUSSES. THIS OESI'I CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OISICN ✓+ SCONNECTORSION AREPUBLISHED IBOWTMASTMMA6S1A4R40 GALV STEEL. EICEPT$ FOREST AND PAPIR IASSNOTED.AND TPI. APPLY COINECTOAS TO * ay 24 2000 y� EACH FACE OF TRUSS, AND UNLESS OTHERVIS[ LOCATED OH THIS DESIGN, POSITION CONNECTORS PE0. ��TV,�,,���� wered p,.,,t�,,�. CRAVINGS 160 A•1. TBE SEAL 09 THIS DIANIMG INDICATES ACCEPTANCE Of PROFESSIONAL EG6INEERIGB Cfllll. gyp' "'4"'•" �" COMPOENTIFORTANYLPARTICULAR BUILDING ELY FOR THE TRUSS O SOTTIETRESPONSIBILITY OF THE BUILDING DESIGNER. PESIGO SGOWN. THE SUITABILITY AND 029 R THIS010 CA �B2B ANSI "1 1-1!15 SECT IDN 1. -O-D CO W l" rPROVE . D. CA/- 1 - - - P Scale -.1875'/Ft TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 PSF REF R427--11602 DATE 05/24/00 DRW CAIISR427 00145011 CA -ENG AEB/GWH SEQN - 16445 DUR.FAC. 1.25 FROM and SPACING 24.00 (nartuo23-caBtle / nart cut --5-23-00 - d5d 34' hip drag) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 ** THE MAXIMUM HORIZONTAL REACTION IS 2735.52# ** ;ESOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard TRUSSES TO BE SPACED AT 36.0" OC MAXIMUM. �3LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I10 PSF BC LIVE LOAD PER UBC. <<DRAG TRUSS>> TRANSFERS 80.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM cr). AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. rn 0 I M80 W3X8e W3X8 f W2.5X4 S cW1.5X4 M W3X8;a W4X6 a W3X8 a z W3X14(B3) W1.5X4 M z itT W2.SX4 ft ,5 w-0-0 W1.5X4111 W3X14(B3) as z7 10- L 12-0-0 I 10-0-0 I 12-0-0 I �'E 34-0-0 Over 2 Supports R-1771 W-3.5' Rh -2735/-2736 R-1673 Y' _ 0 i,911SUING DEPAR ; FTF AppinOVED z. - o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale —.1875"/Ft. I •-WARAN MING-' TROSSES REQUIRE EXTREME CE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO 010-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY YP1 (TRUSS PLATEWWW,y TC LL 16.0 PSF REF R427--11605 INSTITUTE, 503 0'010/110 OA., SUITE 200, MADISON. NI 53719), FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05124/00 _y b: • STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •- IMPORTANT-- FORNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINI" PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FATLUIE 5 005 BC DL 7.0 PSF DRW CAUSR427 00145012 :V 81110 THE TRUSSES 11 COIFORMANCE WITH TPI: OX FABRICATING. HARDLIAS, SNIPPING, INSTALLING D BC LL 0.0 PSF CA -ENG AEB/GWH ALPINE BRACILG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Of% SPECIFICA7I0R IMA09 OF 0T THE AMERICAN C FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COMIE TORS ARE CALM. STEEL. EXCEPT AN NOTED, TO OF 2094 ASTM XERV ey 24 2000 * f TOT.LD. 33.0 PSF SEON - 16456 AIpIDOFeB PrAl sr�B 4AC11CONISI40 OAPPLYNNEC OR$NECTOtf USS, EAC1 TACE OF TRUSS, MO tl1lESf OTRERW ISE LOCATED ON THIS DESIGN. POSITION C011ECi0RS PER wAY1NGS IBD A•Z. TIE SIAL ON THIS CRANING 1101CATES ACCEPTANCE OF PROFESSIONAL ENGINEEt11R COM►OME1fIF0R MYSOLELY PANTICtlIAN BUILDING IS TBtTRCSPOlSIBIL Of TN[ BUIIDINDSUITABILITY IK$161ER3[/Et THIS ANSI(TPI 1.199E SECTION t. CIV& �p � 1 OUR. FAC. 1.25 FROM and SPACING 36.0' (hartO523-castle / hart cut --5-23-00 - J1 32' HIP 10' SB ) TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDED LOAD FROM A 300# MECH UNIT; FROM 12-0-12 TO 15-10-4 OVER FLAT TC: N SUPPORTED BY TC; UNIT TO BE SUPPORTED BY A MINIMUM OF 3 TRUSSES.. m Q'IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO o BRACE ALL FLAT TC O 24" OC. c— W3X8 o . W2.5X4 a W2.5X4 m . A O a Fs.. A W .Ax - W3X6(A1) a W1.5X4 M W3X8 a W5X4 a c.5 w W1.5X4 M z F----12-0-12 3-9-8r1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 s WJX81s N1.5X4 m W3X6(A1) E3 a I 10-0-0 1 12-0-0 I 10-0-0 _I 6 32-0-0 Over 2 Supports R-1141 W-3.5" R-1121 W-3.5' o PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD) O 0 G N N ALPINE Abim8 Enamened C119Pr 5� Iw- BRACING. REFER TO 0I8•91 (HANDLING INSTALLING ARD BRACING), PURL ISIED BT TPI (TRUSS PLATE INSTITUTE. 690 D'ONDFAIO DA.. SOI TE 100. MADISON. WE 55719), FOR SAFETY PRACTICES Is GO TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 61161D CEILING. '•IMPORTANT— FURNISH A COPT OF THIS OESIGE TO THE INSTALLATION CONTRACTOR. ALPINE E"U'l,"R PRODUCTS. INC. SNAIL HOT BE RfSPOWSIBLE FOR ANT DE 108 FROM THIf Off ICI, AYV FAILURE BUILD THE TRUSSES 11 CONfORMAHCf WITH TPI; OR FABRICATING, MAROLIEG. SHIPPING, INSTALLING D BRACING OFTRUSSES. TOES OES10M CONFORMS VITO APPLICABLE PROVISIONS OF RDS (NATIONAL DESMA SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE CONNECTORS ARE MADE Of ZOGA ASTM A6S3 BRAD SALI. STIEL, EICEPT AS EOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AID ONLESS OTIERWISI LOCATED DN THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERLN6 RE510RSIBfLITT Sam FOR TBI TRUSS COHPOEINT OES16N SOONO. THE SUITABILITY AND USE OF THIS COMPONENT FORART PARTICULAR BUILDING IS TIE RESPONSIBILITY Of TIE A,ILDINB DESIGNER, PER ANSI(TPI 1-19,5 SECTION 1. 25 W. ff � +B-0-0 ju6 a , l,LDjK'G ®EPAR EM4E APPI RUVED Scale -.1875" Ft, TC LL TC DL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 7.0 PSF ' 0.0 ?ASF 33.0 PSF REF R427--14037 DATE 05/25/00 DRW CAUSR427 00146041 CA -ENG RDW/GWH SEAN - 16063 DUR.FAC. 1.25.' FROM and SPACING 24.0`• t0523 -castle / hart cut --5-23-00 - JIB 32' HIP DRAG TOP CHORD 20 DF -L $1 BOT CHORD 2x6 DF -L #2 WEBS 20 OF -L Standard .LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7..3.3. _ I«DRAG TRUSS>> TRANSFERS 125.00 PLF ALONG TOP CHORD c-T'HR000H TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM � .NO CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. rn 0 z 0X4® W7X6e W2.5X4 6 Cn H W1. 5X4 ® 5 r A 0 a a A\/ W '. a W W n W3X8(Al) E3 W2.5X4 63 W3X8Ea z W4X4 E3 W W2.5X4 Tm THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTIONS (R--269# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 3898.53# Y* DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3XB(Al) - w z Q L 15-4-6 �_3 9 15-4-6 J }8-0-0 I 32-0-0 Over 2 Supports R-1358/-270 W-3.5` Rh -3899/-3899 R-1358/-270 W-3.5` . o LC')- PLT TYP. Wave TPI -95 R Design Criteria: TPI S' •'NARNING" TRUSSES REOBIRE EITREMI CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND o BRACING. RIfI0 TO RID -91 (HANDLING INSTALLING AM BRACING), PUBLISHED BT TPI (TRUSS PLATE o IISTTTUTE, SBS O'OWOFRIO DR.. SUITE 200. MADISON. WI 57710). FOR SAFETY PIACTICES PRIOR TO CV - PERFORMINO TOES[ FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 11610 CEILING. In "IMPORTANT" FUANISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E16INEEREC N PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAf IORE T BUILD THE TRUSSES 11 CONFORMANCE .ITR TPI: OR fAD21CATING..AIDLLNG. SNIPPING. INSTALLING A A BIACIIG Of TRUSSES. THIS D[71GY COIF ORMS KITH APPIICABI[ ►L01[SI0I5 OF WS (IATI01Al DISI L P I N E SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAVER ASSOCIATION) AND TPI. ALPINE CUT'CBS ARE MADE OF LONA AST" A651 GRAD SALT. STEIL. EICEPT AS NOTED. APPLY COIIECTORI-TO EAC. TACE OF TRUSS. AHO 11.1111 OTIEINISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI DNAWL.GS 160 A•I. TME SIAL ON THIS DRIVING INDICATES ACCEPTAII" OF PROFESSIONAL EIGI.IERING �1� RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. TN[ SUITABILITY AND USE OF THIS ryYiEflgi -i, CA 9 n,�,L,,,�. 1ZIC. COMPONENT FOR ANY PARTICCLAI BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/T►1 1.19PS SECTION 2. w May 25 2000 G COw-If g AP CA/ -/1/-/-/-]F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0,PSF DUR.FAC. 1.25. SPACING 24.0° Scale —.1875- Ft. REF R427--14038 DATE 05/25/00 DRW CAUSR427 00146056 CA -ENG RDW/GWH SEON - 16075 FROM and (hartO523-cast Ie / hart cut --5-23-00 - 33 32' COMN STUB TOP CHORD Zx4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS Zx4 DF -L Standard .PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1 C" H U Ll O 11. A . W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. SC ® 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4x4 - 4e I I I W1.5X4 M w W2.5X4(A1) H z 5-4-1 -0-0 4UTTE CVM;f �I 16-0-0 4-0-0 a Z>: Sig cam. 0 20-0-0 Over 2 Supports *"' LNG DEPARTM Rt R-670 W-3.5' R-650 W=3 5"®V; PLT TYP. Wave TPI -95 R Design Criteria: TPI STD -'NARMINO^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. 1/STALLINS AND O BRAC►IR. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUILISN(D BY TPI (TRUSS PLATE O INSTITUTE. 503 D•ONOFtIO OR.. SUITE 900. MADISON, NI S3719). FOt SAFETY PRACTICES PRIOR TO PERFORMING TNIst FUNCTIONS. OILlSS OTHERWISE IRDICAYED. TOP CHORD $BALL NATE PROPERLY ATTACMEO 4:V STRUCTURAL PIU Its. OOTTOH CN00.0 SHALL NAPE A PROPERLY ATTACHED RIGID CEILING. ••INPORTART•• FUBNISI A COPF 0► TM 13 DESIGN TO TN! INSTALLATION CONTRACTOR. ALPEtt ENG IN EERE N PRODUCTS. INC. SMALL NDT 0E RESPOHSialE FOR ANY DET] ATIOO FROM THIS DESIGN; MY FA1ltl0.! 'GI Lo TOE TRUSSES IR CONFORMANCE WITH TPI: OR FAORICATIRB. MANGLING. SNIPPING, INSTAIt[I6 0 A L P I N E BRACING OF 70.1,13]3. T"IS o[S76N CORfORNS fI IN APPLICABLE PROIISIONS DF NDS (eATiOMAI DES SPECIFICAT101 PaLISNED OY TN[ INERICAI FOREST AID ►APCR As SOC IAT10t) ARD i... ALPIRI CONI[CTORS ABC HAD[ OF ZDOA ASTM ANON GR40 SALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO UCH FACE OF TRUNI AND UILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI DRAWINGS 160 A•1. THE SERI ON THIS Ot AWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN(Ef IIB ��S1�� RESPOISISILITY SOLELY FOR THE TRUSS COIVOSENT DESIGN SNOWO. THE SUITABILITY AND USE OF TOTS ^'Y��� � �' COMPDNERI TOt ANY PARTICULAR BUILOIIG IS THE RESPONSIBILITY OF TIE BUILDING DESIGNER, P(I ANSI 'IPI I.19P5 SECTION 2. _ w May 25 2000 CA/ -/l/ -/-/-/F_ TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale =.375"/Ft. REF R427--14039 DATE 05/25/00 DR W CAUSR427 00146042 CA -ENG RDW/GWH SEAN - 16087 FROM and (hartO523-Castle / hart cut --5-23-00 - J3A 32' CARR STUB TOP CHORD 2x4 DF -L 11 BOT CHORD 2x4 DF -L #1 � WEBS 20 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7:3.3. 931: 110 PSF BC LIVE LOAD PER UBC. N C� -r Q) O z E� U .J A O tx Rn A W 04 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC Q 24.00' OC. BC 0 72.00" OC. TRUSSES TO BE SPACED AT 36.0. OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 m z W4X4(A2) w f1• I . 120-0-0 Over 2 Support R•1005 W-3.5' w 0 L" PLT TYP. Wave TPI -95 R Design Criteria: TPI S' ••NANNING•- 1NNSf[S REQUIRE EETREME CARE IN FABAICATIOY, HANDLING. SHIPPING. INSTALLING AND O BRACING. R[FEN TO RI0.91 (HANDLING 111TALLING AND BRACIRC). PUBLISHED YT TPI (WIN SS PLAT[ O INSTITUTE• 503 O'OROFRIO DR.. SUITE [00. MADISON, MI $7719)• FOR SAFETY PRACTICES "IOa TO C0 PERF ORM110 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HATE "OPEN" ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILIOG. --IMPORTANT— FURNISH A COPY OF THt$ 0E3I61 TO TRE INSTALLATION CONTRAC701 ALPIRE EIGINEEREI N PRODUCT!, NIC. SMALL NOi 0[ RtSPAN .OISTH IBLE FOR AYT OEYIATION FROM THIS DESIGNS ANY FAILURE T11Oqq GRACING Of TRUSSES- COTHISNDESIGNICONFPORMS VITHOlt AFAPPLITCABLE PRDID11SIOISSOFP IDSG(NATIONAL INSTALLING DESIGM ALPINE SPEC IFItATION PUBLISHED Of THE AMERICAN 1`04957 AND PAPER ASSOCIATION) AND 101. ALPINE CONNECTORS M[ MAD[ Of [OSA ASIR A653 GRAO GALT. ST[(L, EICEPT AS NOTED. APPLY CONNECTORS TO [ACM ►ACE OF TRUSS. AID OIL[6S OTNERYISE LOCATED 01 THIS OESISM, POSIT 101 COYtECT00.5 PER DIAYfIS$ 160 A -T. THE SEAL OM TRIS GNAWING INDICA WES ACCEPWAR If 0► PiOFESS101AL ENEIINEI0.11G r_,,;�,I NESPOISIBILITV SOLELY ►04 TIE TRUSS COMPOIENT 0[5161 SHOWN. THE SOITA011.1TT AND USE D► THIS piBAW7>Ai1m and Im COHPOIEIT FOR MY PARTIOLAI BOILDINO IS TBE NES►ONSIBIIITT O► THE BUILDING 0[71G1ER. PER AISL/TPI 1.1995 SECTION [. . •*, RPFFI^ V It R:j 375" Ft gp�p W. 5 May 25.2000 * CIVIL „�P W� c n - 1--- TC LL TC DL BC DL BC LL TOT,LD. r 16.0 PSF 10.0 PSF 7.0 PSF 0.0 PSF 33.0 P.SF scale —. REF R427--14040 DATE 05/25/00 DRW CAUSR427 00146043 CA -ENG ROW/GWH SEON - 16089 OUR.FAC. 1.25 FROM and SPACING 36.0" - (hartO523-castle / hart cut --5-23-00 - J4 32' MONO.xH14e61 SB TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard -SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. o... 1(2) -PLY TRUSSES AT 36.0' OC MAXIMUM EQUIVALENT SPACING. N -P)EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. rn USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 36.0` OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC ® 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 4- 2-15 OC. cn H o W3X10 0 W3X6 W2.5X4 e 0 a .Q . .w a _ z W3X10(B1) W5X4 = W3X4 a W2.5X4E3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (8d_box_nalls) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 12' O.C. WEBS 1 ROW 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. J1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 = W3X4 - W3X4 - W3X8 a W1.5X4 N W3X6 c i T��' 42� I 2-6-4 W1.5X4 M W4X4 o W5X4 - W3X8 I HS416 E� z w w 1-0-0 z W2.5X4 - QI 6-0-0-1--z6-o-o 32-0-0 Over 2 Supports a 0 T= +-0-0 I TE .ie R-2398 W-3.5" R-2298 W-3.5" Hirsh Strength.Wave TPI -95 O O O N L.[7 cli ALPINE Alpin Fm&=od Ph dneta, Inc. SacrionamIN CA SIMS teria: •MARNIMG^ TRUSSES REQUIRE EXTREME CAME 11 FABRICATION. @ADDLING. SNIPPING. INSTALLING AND ORACINB. MIF TO HIB -91 (BAIDL LHG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S87 D•ONOfR10 Dt., SUITE 100. NADiS01. MI 53119). FOR SAFETY PMACTICES PRIOR TO PERFORMING THESE FUNCTIONS. $41% OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80TTOH CHORD SMALL NAVE A PROPERLY ATTACKED RIGID CEILING: '•IMPORTANT" FURNISH A COPY Of THIS OESIGA TO TBE IHSTAtLATIOH CONTRACTOR. ALPINE EN8I REERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FON ART DEIIATIOM FROM THIS OESI19; ART FAILURE TO BUILD THE TRUSSES IN CON/ORMANCE WITH IFI: 01 FABRICATING. IId11DLID.. SO""N6. IP. LING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ADS (NATIORAL DESIGN SPECIFICATION PUBLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORMECTORS ARE MADE OF EOR► ASTM A653 6440 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEN DRAWINGS 160 A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE Of PROF(SSIOIAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPOREIT DESIGN SHOWN. IME SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 80ILOIIG IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AKSI/TP1 1 .1995 SECTION 1. Scale -.1875"/Ft. REF R427--14041 DATE 05/25/00 DR W CAUSR427 00146044 CA -ENG RDW/GWH SEAN - 16092 FROM and yy,y�p_ IN TC'LL TC OL BC DL 16.0 PSF 10.0 PSF 7.0 PSF fi3q.e.I0•2no1 BC LL 0.0 PSF May 25 2000 * TOT.LD. 33.0 `F'SF CIV11.9' DUR.FAC. 1.25' SPACING 36.0" c Scale -.1875"/Ft. REF R427--14041 DATE 05/25/00 DR W CAUSR427 00146044 CA -ENG RDW/GWH SEAN - 16092 FROM and tO523-castle hart cut --5-23-00 - L1 18' HIP GIRD TOP CHORD 20 DF -L #1 BOT CHORD 2x8 DF -L $1 WEBS 20 DF -L Standard ELATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (ADDITIONAL LOADING PER TRUSS MANUFACTURER N. ---------------•--•-------------------------------------- -PIC - From 528 PLF at 8.00 to 528 PLF at 18.00 c" IC - 2298 LB Cone. Load at 6.00 HANGER (HHUS26-2) z IC - 1580 LB Cone. Load at 8.00 HANGER (HUS26) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOT7 M CHORD: (L)SIMPSON NHUS26-2 SPACED @ 24' OC. (R)SIMPSON HUS26 SPACED @ 24. OC. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG 0-2000. WSX12 6 W2.5X4 Es N H 5f— V o W5X4(A4) a oma. W5X4 (A4) e A W a. - W z W4X4 II W70 C.5 (L) (H) z W W z THIS OWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required 1 NAILING SCHEDULE: (Sd_box_nalls) TOP CHORD: 1 RON @ 12- O.C. BOT CHORD: 1 ROW @ 2' O.C. WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -W5X12 -iz? (H) A4) = SX4(A4) SEW +8-0-0 . MUN I 7-8-12 I 2-6-B I 7-8-12 _ 1P LNG DEPART'jvig. 18-0-0 Over 2 Supports R-4444 W-3.5' R-5896 W-3. Rh -42 S. w Rh --AA co 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F' Scale -.375"/Ft. ••NARNINB•- TRUSSES REQUIRE EITREHE CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND TC, LL 16.0 PSF REF R427--14044 TO C=D BNACINS. REFER TO HID -91 (IANDLING INSTALLING ISOAND NIXING). PUBLISHED By TPI (TEUSS PLATE O PER►0 N[NG THESE FUNCTIONS.E. 593 D*ONOFNIO RUNLESSSUITE OTHEILNISEINDICATED. TOP10C�D SHALL HAVE FTV PRACTICES PERLY ATTACKED ( FOR SAFE TC DL 10.0 PSF DATE 05/25/00 GV STRICTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 41010 CEILING. •'IMPORTANT•• FURBISH A COPY of THIS DESIGN TO TEE INSTALLATION CONTRACTOR. ALIBE IN'JOE BC OL 7.0 PSF DRW CAUSR427 00146055 Lt-! PRODNCTS, INC. SHALL NOT BE RESPONSIBLE FOA ABV DEVIATION FROM THIS DESIGN: ANY FAILURE TO N IUILD IME TRUSSES IN CONFORMANCE NITH TPI: ON FABRICATING, HANDLING. SNIPPING. INSTALLING AN BC LL 0.0 PSF CA -ENG RDW / GW H - A�NRACINO OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESI6 L P I N E SPECIFICATION PUBLISHED IT TBE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE May 25 2000 CORRECTORS ARE MAD[ Of ROSA ASTM ABS3 GR40 BALI. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD-. 33.0 PSF SEON - 16120 EACs FACE OF TRUSS, AID NOLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIOR CORRECTORS PER CRANIA 63 LBO A•1. TO S[Al ON THIS DRAWING IRDICATIN ACCEPTANCE OF PROFESSIONAL ENGINEEAING ai• Cr4& ,�pP DUR.FAC. 1.25' FROM and ,�5,,,,� 1ESPOISIBILITT SOl [lY ►OI TN! TRUSS COMPONENT DESIGN SHOWN. TIE[ SUITABILITY AND USE OF THIS mo'' ` •'W`� .W 9B COMPONENT FON ART PARTI[tlIAR NUILDING 1S TN[ RESPONSIBILITY of THE BUILDING DL3IG11[R, PER SPACING 24.00 AIS[/TPI 1.1093 SECTION [. (Kart0523-castle / hart cut --5-23-00 - L2 18' HIP 6' SB TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSSES TO BE SPACED AT 36.0' OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. )LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CA_: CORNER SETS ARE CONVENTIONALLY FRAMED. 1USE THIS DESIGN FOR COMMON HIP TRUSSES 61 36.0" OC. EXTEND N SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. -:r_XTENSIONS EVERY 3.00 FT TO FLAT TC. ATTACH 2x4 LATERAL C�'3RACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS AND DIAGONALLY �3RACE PER HIB -91 13.2.1(F1G.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 4- 2-15 OC. ,... - W5X410 .... _ - IJ7 MVA ... C05 E-+ C� A W A W W W _ z W5X4 (A2) - z w Z 1-0-0 a I 6-0-0 I 6-0-0 I 16-0-0 Over 2 Supports - R -1394 W-3.5" o . PLN: TYP. Wave TPI -95 R Design Criteria: TPI(S .� •BARNI NO"" TRUSSES REGUIRE ENTREME CME IN FABRICATION, HANDLING. SHIPPING, INSTALLING All O "BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFR10 DR.. S017E 100. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO CV - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CNOID SMALL NAY[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SNAIL RATE A PROVENLY ATTACHED RIGID CEILING. --IMPORTANT-- FINNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE(REI PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGNi ANY FALLUAE TO N A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, I2STALLIN6 AH AfL P I N E BRACING OF TRNSSES. TWIS DESIW CONFORMS WET. APPLICABLE PROVISIONS OF 003 (NATIONAL OES( SPECIFICATION PUGLISHIO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF BY ASTM &6S3 OR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSTTIOR CONNECTORS PER ORAWIIGS 160 A•1. THE SEAL ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��L1,,,,,,,,,,.. �.,,,,,..,�,6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPOHEHT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS AJPi '� .� 9 ffi b'' COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING OESICN[I. PER ANSI ITPI 1.199S SECTION 1. _ W514 4;r .... _ .. .... mio W5X4(AZ) - R -I L,2— CA - 1 - - - F W. TC LL 16.0 PSF TC DL 10.0 ;PSF � 005 BC DL 7.0 PSF BC LL 0.0 PSF 25 20 0 * TOT.LD. 33.0 PSF IV& DUR.FAC. 1.25 cNi SPACING 36.0" Scale =.375"/Ft. REF R427--14043 DATE 05/25/00 DR W CAUSR427 00146046 CA -ENG RDW/GWH SEAN - 16103 FROM Ind QtartO523-castle / hart cut --5-23-00 - M1 12'3-1/2 MONO TOP CHORD 2x4 DF -L #1&Bet. BOT CHORD 2x4 OF -L #1 cm, WEBS 2x4 OF -L Standard r— 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.' cl: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N c0 -.r CT D :Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)•SUBM17TEO BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC O 24.00' OC. BC ® 72.00' OC. TRUSSES TO BE SPACED AT 36.0' OC MAXIMUM. GIRDER SUPPORTS: 2- 0- 0 SPAN TO TC/BC SPLIT ONE FACE AND 8- 0- 0 SPAN FRAMING TO THE TC/BC SPLIT OPPOSITE FACE. w1.5x4 01 A < a . W W W W Z 11-0-0 IFe 12-3-8 Over 2 Supports J 0-1122 W-3.5" P1. L cl- o I R-984 W-3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI(S O —WARNING TR9SSE5 LEGUME EETRENE CARE IN FABRICATION. HANDLING. SN[PP[NG, l sTALLIUR MO t� ORACING. I(►(I TO RIO -91 (HANDLING INSTALLING AND BNAClN6). PUBLISHED BY TPI (TRISS PLAT[ O _ INSTITUTE. 903 D'DNOFIIO Dl.. SUITE 100. MADISON. VI S3119). FOR SAFETY FRACTICES PRIOR TO N PERFORMING TRUE FURCTIOIS.IUNLESS OTNERVISE INDICATED. TO► CROAD SHALL BATE PROPERLY ATTACKED STRUCTURAL MREL S. OOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT** fUNNISK A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGINEERER N - PRODUCTS, INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE L P I N E TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLINR A A BRACING TRUSSES. THIS DESTGI CDIfORMS MITA APPLICABLI PROVISIONS Of ADS (NATIONAL DES( SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARI MADE Of IOGA ASTM A6S3 GRAD GALL. STEEL. ESCEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNEAVISE LOCATED 01 THIS DESIGN. POSITION CONIECTORS PEA CRAVINGS 160 A -I. THE SIAL ON THIS DRAWING INDICATES ACCEPTMCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SO ITABILITY AID USE Of THIS Alip hr COMPONENT FOR ANY PARTICILAR IOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TFL 1.1095 SECTION I. "';`! I E COUNT. CA - 1/-/-/-/F �yy,�A TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 25 200 * TOTA D. 33.0 PSF ��NIL- DUR.FAC. 1.25 SPACING 36.0' Scale -.375"/Ft. REF R427--14042 DATE 05/25/00 DR W CAUSR427 00146045 CA -ENG RDW/GWH SEQN - 16094 FROM and 12 4 or greater A 1?0 (q)`'o .C! Bottom chcrd diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 011 lateral braces lapped at least 2 busses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. J& I Cross bracing repeated at each end of the building and at 20' PS Intervals. 0 0 Permanent continuous lateral bracing as specified by the truss engineering. Ley =450 Frame 4 7 ............. ................ ........... MQTTQMP ...... I ... I CHORD BOPM _HOF3U!IK DIAGONALBRAd"kiii M LATEFALid E SPACING!(DB ..... ...PITCH .. ....... ..... . . . . S IN Up to 32' . . ...... 4/12 is, MHENY 20 15 Over 32'- 48' 4/12 - is, 10 7 Over 48'- 60'1 4/12 1 is, 6 4 Over 60' 1 See a registerec professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 011 lateral braces lapped at least 2 busses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. J& I Cross bracing repeated at each end of the building and at 20' PS Intervals. 0 0 Permanent continuous lateral bracing as specified by the truss engineering. Ley =450 Frame 4 7 Top chords that are laterally braced can buckle togetherand cause collapse if thereis io diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord what purlins are attached to the topside of the top chord. 12 —1 4 or greater ASSPs � 0 rJ DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F! Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. -1 10' or Greater L Attachment Required _/ '310, fess / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28'- 42' 1 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine Mill ' TOP CHORD' Continuous Top Chord •:TOP CHORp DIAGONAL BRACE Required MINIMUM LATERAL BRACE SPACING {DBS SPAN PITCH SPACING(LB #trusses Attachment Required Up to 32' 4/12 8 20 15 Over 32'- 48 4/12 6 10 7 Over 48'- 60' 1 4/12 1 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F! Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. -1 10' or Greater L Attachment Required _/ '310, fess / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28'- 42' 1 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10' or Greater to the underside of the top chord when purlins are attached to the topside of the lop chord. Attachment Required ?@•or/ PSS ii =45' Frafne 3 12 5 TCZQ Top chords that are laterally braced can buckle ey yyQQ\ togetherandcause collapse ifthereisnodiago- bracing. Diagonal bracing should be nailed nal to the underside of the top chord when purlins are attached to the topside of the lop chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 1v0� \`'01 o � L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLE'l. Continuous C'HORDTRUSS TOP..CMORD......."" Lateral Bracl TOP CHORD- DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DB SPAN DEPTH : SPACING(LBs) #trusses ..:: nal bracing. Diagonal bracing should be nailed Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 1 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 1v0� \`'01 o � L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLE'l. Continuous C'HORDTRUSS To Chord P Lateral Bracl Required Top chords that are laterally braced can buckle logetherand cause collapse it there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. r =450 Attachmer Required 10 20'(1)13 russ 4�_,-HF�2 S'0C. ® `e09 Ot 32 AWARNING: Failure to follow these recommendations could resull in severe personal injury or damage to trusses or buildings. A JUL End diagonals are essential to stability and must be duplicate both ends of the truss system. aU,(�e l� T'uSSes ? 0. c Frame 5 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. 7 60'' or less TagApproximately Approximately Tag Line 1,1. truss length 1/2 truss length Line Trvss:spans less than 3Y. Spreader Bar Toe In Approximately Less than or equal to 60' Spreader Bar Toe In Tag Line Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Toe In Toe In Approximately 1/: to 1/3 truss length Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Line 4pprcximately -o :/J truss length Greaterthan60' r\ Strongback/ / SpreaderBar / 10'10' 're U ;/, triss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusse= with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Reccmmended Design Specification for Temporary Bracing of Metal Plate Conrrected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical ho!izcntal tie member with muttipe stakes (HT) 16 Frame 2 truss of braced cup of trusses { (EB) Up to 24' 1 3/12 1 8' 1 17 1 12 100" Over 24'- 42' 3/12 1 7' 1 10 1 6 12.5' Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir-Larchi SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir oy 0 ri ,tfr� ee@F 12 --13 or 9 i greater / ria All lateral braces lappet at least 2 trusses. Diagonal brace \ \ also required on end verticals. Continuous Top Choi Lateral Brace Required Top chords that are laterally braced can buckle o together and cause collapse ifthere is no diago- nalbracing. Diagonal bracing should be nailed z 10° orGrealer to the underside of the top chord when purlins - are attached to the topside of the top chord. O� �eSs =45° f, Attachment MONO TRUSS; Required — AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings.,, A :INSTALLATION TOLERANCES Maximum " ` �- plumb Misplacement Line I T ±y; I T }1/:' L(in) L(In) U200Mil L(ft) 50" 14" 4:2' 100" 12" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of L/200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES.. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any deeorifStionbeplaced A on unbraced trusses. '' Frame 6 200" 1" '16.7' 250 1-1/4" 20.8' 300" 1-1 /2" 2s.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES.. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any deeorifStionbeplaced A on unbraced trusses. '' Frame 6 This safety alert symbol is used to attract your atterrkion! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor, erector or erection contractor to properly receive, unloadstore, handle. insta?land brace metal slate connected wood trusses to protect life and Property. The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. Threse recommendations are DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures, WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. 'A TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilites involved. be presented as a guide for the use of a qualified building designer or i istaller. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsioiliy for damages arissng from the use, application or reliance on the recoTmerdations and info-mation contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, H13- 91" from the Truss Plate Institute. CAUTION: Alltemporary bracing should be io less than 2x4 grade marked lumber. AG connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. Ad multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ;TRUSS:ST.ORAGE-, CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to preventexcessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 g WARNING: Do not break banding until installation A begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JAWARNi.NP% Uo not lift bundled trusses by the bands. Do not use damaged trusses. F JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. le DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly rame A I F -A W-4 AD rA r� a C -l- VQ; lqqA I r ai�s� LL11 I GENERAL POOL NOTES 1*2 L REINFORCING STEEL SHALL BE CLEAN, SECURELY TIED, AND 03 of 40" 0. C. 34 3 CONT SUPPORTED TO MAINTAIN CLEARANCES AND SPACINGS WHILE GUNITE IS PLACED. 2. REINFORCING STEEL TO BE GRADE FORTY (40). _4 3. GUNITE PROPORTIONS SHALL BE ONE (1) PART CEMENT TO FOUR 3 w 41" O.C. 40 3 of Q* CAC14 AND ONE HALF (4-1/2) PARTS SAND9 MEASURED ON A DRY, LOOSE 4 EACH VW VOLUME BASIS, AND SHALL HAVE A MINIMUM COMPRESSIVE 6"I'A STRENGTH OF TWO THOUSAND (2,000) PSI AT TWENTY EIGHT (28), Resew, It. i I I C" DAYS. 4. SURFACES AGAINST WHICH GUNITE IS PLACED SHALL BE WETTED 0 3 at 12"O.C. *13 0 rt O.C. PRIOR TO COMMENCING OPERATIONS. V d* otm 5. FOOLS SHALL BE LOCATED IN FIRM, UNDISTURBED SOIL. MIK 4' 1"'m3 1*0 3 of 12 EA6. ALL BONDING -TO BE SECURED IN PLACE PRIOR TO CALLING e=3 *,4 CM WAV BUILDING DEPARTMENT FOR REINFORCEMENT INSPECTION, 401 4 0 0. 7. ALL ELECTRICAL MUST COMPLY WITH ARTICLE #680 NEC. IrRou 1-C le- or 8. ALL PLUMBING MUST CONFORM WITH U.P.C. 9. REINFORCING & GUNITE PER U.B.C. 1922 1994. 10. MAINTAIN BULDING FOOTINGS A HORIZONTAL DISTANCE FROM ALL lye REINFORCING AT C9111TER, TYPICAL THE. EDGE OF THE POOL EQUAL TO THE DEPTH OF EX _'AVATION AT THAT POINT. Uld 0' Of 3 CONt SECTION .8-6 0 40 3 44 it" O.C. TYPICAL a,—W, Max 6" Gunite W/ #3 66 0.0 e.w. hlt6w/ #4 0.0- -e.w. 9306" 3 0 6" .C. Hortz. -DETAIL: Catch Basin No Scale Ea. Way ..... .... . .. IT Vc,',,'� T "'1-77"­777�7 11 77'777'7_7;7T,—,`1­'�" ENV1A0r­,,'u'�iR'_'NV'd_ FIEN.Tir" J U N 2 3 SStY I. U`1110'Q -------------------- DRAWN CH111131<80, AfT)17 '9_9 8CAL.8 ion No. ' Y 8tkr t. , LLIIAll (3 q lLl