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Home My WebLink About024-080-107I PLAN REVISION please complete the following iriformation in order to process your submittal. If this form is not complete, coric and legible. it may cause a delay in processing. owner's Name: Lt�L Received By. 4A&Pate: A.P. #: (0014— M — I U--� Permit M '(3 3 — C�LQ 3 Time: ContactPhoneNum.6r. Purpose of submittal: 13 Permit Application Data Item 13 E.agineering O -Plan Revision 0 Requested by Building Inspector or Correction Notice - Inspectoes Name: 13 Requested By Plaa's Examiner- ExamineesName: El Other: if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an( s;amp and sign thq drawings. Include two (2) sets of wet signed engineering. Revised drawingS must cleady sho When Approved, Process as Follows: 13 Mail to Owner at this address: E3 Mail to Contractor at this address: Kcall and hold for pickup at the' 13 Chico Office rovffle Office f 40 13 Deliver with ne.�t inspection. Revised Plan Check Fee: S46.00 Receipt#: El Additional Fees Not Require( Additional fees may be due based upon.complexity and time involved to process this submittal Additional Fees: Receipt 1: C!ERTIFICATE OF COMPLIANCE: Residential Page 1 'A CF -IR ---------------------------------------------------------------------- -------- Project Title: C2261N Run: 281 28 -Jul -03 Project Address: PARCEL#2 APN24-080-107 C2261N GRIDLEY, CA. Building Title: C2261N Build' Permit--# Document Author: MICHAEL F. SROKA J1 -0 — L9 relephone: 530-742-6148 Plan Clie-l-V -te �a Zompliance Method: CALRES2 1.4.02 �FieldLCheck / Date 21imate Zone: 37ENERAL INFORMATION 7ondition6d Floor Area: 2261 ft2 Average Ceiling Height: 10'011 ft -in 3uilding Type: SFD Single Family 3uilding Front Orientation- 0 deg (North) '71azing Area, % of Floor Area: 15.6% Average Fenestration U-Value:0.51 Average Fenestration SHGC: 0.73 lumber of Stories: 1 lumber of Dwelling Units: 1.00 ,'loor Construction Type: Slab on -grade 1UILDING SHELL 'omponent ype -------------- loor ,00r ,all all all all all all loor loor eiling lab Perimeter lab Perimeter INSULATION Cavity Sheathing Insul Insul R -value R -value LOOR TYPES AND AREAS onstruction Type. ------------------ lab lab 0 0 13 13 13 13 13 13 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0 0 Detached Total Assembly R -value U -value 3.03 3.03 11.36 11.36 11.36 11.36 11.36 11.36 1.38 3.38 41.67 0 0 0.330 0.330 0.088 0.088 0.088 0.088 0.088 0.088 0.722 0.295 0.024 0.756 0.507 Location/Comments Outside / FRONT Unconditioned GARAGE Outside Outside Unconditioned Unconditioned Outside Outside Grade Grade Attic. Outside Unconditioned Area (ft2) Conditioned? Exterior Conditions/Descripti ------------ -------------- ------------------------- 380 Yes Grade 1881 Yes Grade (M3 TU -7, TIVI C. 4 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: C2261N Run: 281 28 -Jul -03 FENESTRATION Type/Orientation ----------------- Window North Window West Window South Window North Area Fenestration Fenestration (ft2) ----- ------------ U -factor SHGC 72.0 ------------ 0.51 0.76 33.0 0.51 0'.76 206.0 0.51 0.76 42.0 0.51 0.76 Exterior Overhang Shading and Fins ---------- BugScrn -------- Overhang BugScrn Overhang BugScrn Overhang BugScrn None THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments --------- -------------- ----- ----- --------------------------------------- None HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type Efficiency Airflow TXV and R -value -------------------------- ---------- ----------- ------------------- Furnace 0.80 AFUE N/A Attic R-4.2 Air cond. - central split 12.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Supply Duct Surface ACCA Manual D System Name Area Design, ------------- ------------- -------------- CEC-100%R4.2 610 . No 'WATER HEATING SYSTEMS Duct Leakage Target (leakage cfm/ % of fan cfm) Fan CFM n/a 1583 Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- Standard_Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.60 ------ 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove System Name fraction boiler? ------------ ------------- ---------- Standard.Gas No Wood stove boiler pump? ------------- No BUTTIE COUN I "t %1LDiNG DEPAR THMF A P P R 1 0 v CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: C2261N Run: 281 28 -Jul -03 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name ------------ Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas ---------- ---- 77%- ------- -- 36.00 ------- ------- ------ HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe System/Name Type Number run (ft) diam (in) ----------- -- ------------- ------ -------- --------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. Insul Insul thck (in) R -value --------- ------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. BUTTc COUN 1`1 4U1LDiNGLDEPART[VC A P P 0 V 4 CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: C2261N Run: 281 28 -Jul -03 DESIGNER OR OWNER MICHAEL F. SROKA DESIGN & DRAFTING SERVICE 4140 DAN AVE MARYSVILLE, CA. 742-6148 DOCUMENTATION AUTHOR MICHAEL F. SROKA MICHAEL F. SROKA 4140 DAN AVENUE MARYSVILLE, CA. 95901 530-742-6148 Certificat S i Date Signed Date ENFORCEMENT AGENCY Name: Title:. Agency: Telephone: Signed Date . 1,0 TS (;OUN t- r-3 A' - P p y F 6 COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: C2261N Run: 281 28 -Jul -03 Project Address: PARCEL#2 APN24-080-107 C2261N GRIDLEY, CA. Building Title: C2261N Building Permit # Document Author: MICHAEL F. SROKA Telephone: 530-742-6148 Plan Check / Date Compliance Method: CALRES2 1.4.02 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 21.43 Space Cooling 11.46 Water Heating 12.09 Total 44.98 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 21.05 11.65 10.61 -------- Complies 43.32 Yes 2261 ft2 101011 ft -in SFD Single Family Detached 0 deg (North) 15.69.- 0.51 0.73 1.00 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 22610 ft3 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) HOUSE 2261 22610 Conditioned CEC_Standard 2101, OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = HOUSE Door 24.0 Door 17.8 Wall 250.0 Wall 501.0 Wall 125.0 Wall 282.2 Wall 345.0 SUTTE: COUN r. AIALUNG D-EPAIR, I A ?cp 8 0 V U- Insl Total Tru S onstruction factor Rval Rval Azm Tlt Gns Type Location/Comments ------ ---- ----- --- --- --- ------------ ------------------- 0.330 0 3 0 90 Yes 3080 Outside / FRONT 0.330 0 3 0 90 No 2868 Unconditioned / GAR 0.088 13 11 0 90 Yes W13.2x4.16 Outside 0.088 13 11 90 90 Yes W13.2x4.16 Outside 0.088. 13 11 270 90 No W13.2x4.16 Unconditioned 0.088 13 11 0 90. No W13.2x4.16 Unconditioned 0.088 13 11 270 90 Yes W13.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project title: C2261N Run: 281 28 -Jul -03 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction %ILDING DEPARTMCIN' Type ---------- ------ (ft2) factor Rval ------ ---- Rval Azm. Tlt ----- Gns Type Height - - - - - - Location/Comments E x t e n s 3 - o -A x P4 on, - - - - - - - - - - - - - - - - - - - -- - - - _. '.4(1 Wall 494.0 0.088 13 --- --- 11 18G 90 --- Yes ------------ W13.2x4.16 61011 ------------------- Outside 0'0" 8'1 71411 Floor 380.0 0 010" 21611 21611 180 No Slab140E Grade Floor 1881.0 0 180 No Slab140C Grade Ceiling 2261.0 0.024 38 42 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- .(ft) -------- Factor ------ R-val (in) Location/Comments Zone = HOUSE ----- ------ ---------------------------------- Exposed 1971011 0.756 0 16 Outside Exposed 431011 0.507 Unconditioned FENESTRATION SURFACES Fenestration Exterior Shade Over - Fenestration Area --------------- Tru ----------------- hang Name -------------- Type ------ (ft2) U -factor SHGC Azm Tilt Type SHGC /Fins Zone = HOUSE ----- --------- ------ --- ---- ---------- ------ ------ W1 Window 6.0. 0.51 0.73 0 90 BugScrn 0.76 Overha W2 Window 6.0 0.51 0.73 0 90 BugScrn 0.76 Overha W3 Window 30.0 0.51 0.73 0 90 BugScrn 0.76 Overha W4 Window 25.0 0.51 0.73 270 90 BugScrn 0.76 Overha W5 Window 4.0 0.51 0.73 270 90 BugScrn 0.76 Overha W5A window 4.0 0.51 0'.73 270 90 BugScrn 0.76 Overha W6 Window 25.0 0.51 0.73 180 90 BugScrn 0.76 Overha W7 Window 18.0 0.51 0.73 180 90 BugScrn 0.76 Overha W8 Window 18.0 0.51 0.73 180 90 BugScrn 0.76 Overha W9 Window 25.0 0.51 0.73 180 90 BugScrn 0.76 Overha W10 Window 24.0 0.51 0.73 180 90 BugScrn 0.76 Overha Wil Window 24.0 0.51 0.73 180 90 SugScrn 0.76 Overha W12 Window 24.0 0.51 0.73 180 90 BugScrn 0.76 Overha SGD13 Window 48.0 0.51 0.73 180 90 BugScrn 0.76 Overha W14 Window 30.0 0.51 0.73 0 90 BugScrn 0.76 Overha W15 window 42.0 0.51 0.73 0 90 BugScrn 0.76 None OVERHANGS C: BIJ7TL- COUN I Fenestration %ILDING DEPARTMCIN' -------------------------- Length 1H, Heignt PLdrf,:t R t tv, P k, Name Width - - - - - - - - - Height - - - - - - - - - - - - E x t e n s 3 - o -A x P4 on, - - - - - - - - - - - - - - - - - - - -- - - - _. '.4(1 7 W1 11011 61011 71011 0,011 51611 21611 W2 1,011 61011 71011 0'0" 8'1 71411 W3 51011 61011 21011 010" 21611 21611 13 c6mPUTER METHOD SUMMARY Page 3 C -2R Project Title: C2261N Run: 281 28 -Jul -03 OVERHANGS continued Fenestration Name Width Height 44 51011 51011 45 21011 21011 45A 21011 21011 96 51 011 51011 47 3,011 61011 48 31011 61011 49 51011 5'0 " 910 410" 61011 411 41011 610" q12 41011 6'011 no GD 13 6'011 810" q14 5'011 61011 FINS Fenestration -------------------------- lame . . Height Width ------------ ------ ------ lone CHERMAL MASS 4ass Name -------------- lone Length Height 'H1 V1 8,011 ------ --------- 2'0" 01011 21011 0,1011 210" 0,0" 2'011 0,011 21011 010" 2'01' 0,0,1 21011 0,0,1 121011 0101' 121011 0,0" 121011 010" 121011 0,011 210" 0,01, Left Right Extension Extension 19101' 8,011 9,011 211011 6 16 '1 23 16" 31'011 21011 2110" 141011 121011 23'01' 31011 3 0'0 " 241011 8,0" 20'011 121011 161011 1610" 4 1 6 If 251611 31011 41011 Lef t Fin -------------------------- Dist Fin Fin Ht from Depth Height IV' fenes ------ ------ ----- ------ Right Fin -------------------------- Dist Fin Fin Ht from Depth Height IV' fenes ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd (ft2) (in) Cap ivity Type Rval Location/Comments ----- ---- ---- ----- ------------ ---- ------------------------- 3)OLAR GAIN DISTRIBUTION Fenestration lame ------------ lone r�IAC SYSTEMS I )ystem Name ------------ 'Jone = HOUSE GAS80 ACsplit12 Winter Summer Targetted Fraction Fraction Thermal Mass Comments -------- -------- ------------ --- 00i it Lt: -i ------ ------ %ILDING DEPARTMFz-,,-. 4 P P R 0 v Refrigerant Minimum Charge and Equipment Duct Location System Type Airflow TXV Efficiency and R -value -------------------------- ----------- ---------- ------------- Furnace N/A 0.80 AFUE Attic R-4.2 Air cond. - central split No 12.00 SEER Attic R-4.2 MMPUTER METHOD SUMMARY Page 4 C -2R Project Title: C2261N Run: 281 28 -Jul -03 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design OW of fan cfm) Fan CFM ------------- ------------- -------------- -------------- -------- CEC_1009o-R4.2 610 No n/a 1583 WATER HEATING SYSTEMS Distrib water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.60 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard—Gas No No SPECIAL WATER HEATER/BOILER DETAILS Rated pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------ ---------- ---- ------- ------- ------- ------ StandardGas 77-0i -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value ------ ------------- ------ -------- --------- --------- ------- None SPEC.IAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. BUTT= COUNT'r, L 44UILDING DEPARTME�vl, 2. Cooling duct register location: Ceiling. D 4 .4 P R Q V. vMANDATORY MEASURE'S CHECKLIST: RESIDENTIAL (i,.,gL i or2) M F- 11.1 Note: Lomisc iesidutilial buildiogs stib.i cc Ito the Standards most colklai n Illuse n leastlics regmiluss o I'll It; colliplial ice lipploach used. Dents marked with an asterisk (*) may be superseded by morc stringent compliance requirenicrils listed on Ilic Cerfilicute of' Complituicu. When this chuckli9t is incorpoiated doctimenis, the feattites noted sliall bu eonsidered by all parliesas mininium component performance specifleations for (lie mandatory nicastifes whether they are shovAl elsewhere in the documents or oil Iltis checklist only. -ce", IA,�, Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Buildijig Envelope Measures: §150(11): — I.... I . 2ckl §150(b): 1,00SC li I I ill'; ill at i 011 111 al I I I COCI I I RT'S I al)Cled R -V a I it C. §1 50(c): Minimum R-13 wall institution in wood firamcd walls or c(loivalLut 13 -Factor it% inetal frame %valls (does not apply to extelior mass walls). §150(d): Minimum R-13 raised floor instilation in Framcd floors. §150(1): Shb edge iostilatioo - waiter ;ibsipiptim rate no gie4iter than 0.30/'o, water wipor transmission rate no gicater than 2.0 perm/inch. §118: histilat ion speci fied or installed mccl % insolation (Ill alit y %I andards. Indicatetylmandibini. § 116-17: Fenest-ration Prodocts, F'Atcrior Doois, and fitfiltration/11-*01traticii Contiols 1. Doois and windows betwom conditioned and unconditioned spaces designed to limit air leakage. 2. Feitestration products (excelit field-fabiicated) have label with cizrtifiW U-Factur, ccitified Solar fleat Gain Coellicicot (811M), and infiltration ceitification. 3. E.ximior doors and windows weallicisuipped-, alljoints and pencirations caulked and sealed. § I 50(g): Vapor barriets mandatory in Climate ZonC--; 14 and 16 qnly. §1 50(l): Special infiltration barrier installLd to comply %villt § 151 inects Commission quality standards. § 150(c): Installation ol'Fiteplaccs, Decorative Gas Appliances and,Gas 1,08S. 1. Masonry and lactory-buill firq)laces have: a. Closeable inual or glass door 1). Outside air intake wid% daniper and control c. Flue daniper and cootrol 2. No continuous buming gas pilot liglits allowed. Space O)II(filionitig, Water I lea th ig and Phimbing Systelp ry leasures: § I 10-§ 113: IIVAC equipment, water licateis, shum-theads and laucels ceitilied by the Commission. § I 50(h): Heating and/or cooling loads calculated ill aceo, thillee with AS[ It? At;, SMACNA or ACCA- § I 50(i): Setback tho-mostal oil all applicable heating andlor coiling systems. §1500): Pipeandtankinsulation 1. Storage gas waWrlicaters rated wilh all E'nctgy Factor less dian 0.58 most be extcoiallywrapped with 2. Finst 5 fi�ct ol'pipes closest to water heater (ank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks fbr solar system, unfired storage tink's, orother indirect hot watertanks have R-12 exteinal insolatiun or R- 16 combinix! inteinal/extemal iosulation. 4. All buried or exposed piping insulated in recirculating sections of ]lot water systems. 5. Cooling system piping ticlow 55* F insulated. 6. Piping insulated between licatingsoorce and indimLi, hot water (link. January 4, 2001 Y 1 1-1 (f'llge.L ill .4) � I A Jt'— I llklk lf;:;ideIIli;II hoildilli":; sol�jccl lit 111t; collfilill Illesu Illell-Illeg ict"Illdluss ol'Ille %vilh :I" makk (I "my he nupusedud 11 "mic WdilIpill c"IttIfIblict; IMPlilcolV1114 listed oil [lie Cutlilicale (11' Colujilionce. Whell this clieckli!J i!; illcolpilmled into life pCIl1liI docolliclits, Ille 1�llhlles noled SII;IIl Ile colisideled by [III plillics'lls Component! I)Ulli)ljll;lllcc Slicuilic;Ilioll's fill. Ille 1111111(lilloty lltc;lslllug whellicl. Illcy file ill the ductillicills or oil thi!. clieckliM only. e5l Z'—Z Instinctions: Chack ur hi 451 apId Wable bums vdwn cwqduWd or enter N/A if JIUL applicable. DESCRIMIMN DESIGNEK I E-N170KEMENT spitce Condi(iotiiliq W"Ier 111calhil, :11141 1,1111111pilll, § 150(m): Dods 0 ill All (Ilids luld IlIt'll"I's illst"lled,'-ded 'ooI itisOdOlud it, filed the icquisciould ol'111t; 1998 CNIC SWitn's 601,610,604, 011d StOothild illsolOIC(IloO loillillooll ifl%,t;illtxl level ol' R-4.2 or coclo.nal Ultilely ill Collifilillial q1,11ce. 1pe�:c;lled%villl 11111slic,101o!, dod-clo-lo Systel I I (I ul I I I I Lds I I I e Oly I icOl, I c I a III i I cl I It., I l.q it I* In, 18 1, IlL.1.8 1 A, ort.11, 18 11). 11" 11 list icol 131lic iq in"d WUM qWKWVWU M I M W AM MotbitiOlitfil ol'ovisliculolcillio Illah or 11liesI1011 lie lir.txl. ljoildiol" c;IvitiU;!jollI flot lie osal fiO ctnivuyiog aivolit"ost"K law riod wmis 9&K spleftm mol flicil collywoulls "I1011 Ilot be %t:;ilc,l %villi t;llllli bOck jobbul. II(Illaiive dod tIlpLS 11111c;S Hitch 1111le is II.Sed ill coolhil101ioll %Villl olOslic Olot IllOwlinolls. I EAMW 10 "Main We hOck III OR "I Wd""WHU tIm"PUS. UlOvity vult ilOt iligsyst Lills Sciviogcotolitioocil (111clOtal thlopets. — syslell, j.% cellilied %vith 781. (liciliml elliciolcy, histillcliolm, Ito CIMAtic Ile'llillgOod fit) pilot lijit. 2A)5w" h histidled whIc n. Al IcOst 36" ol*Ip;pe I)LI%VCLII filici-Olol 11COler fi)VIolille So101. 11COtiol". 1), CQVcI I'm olittluol pools of oottloof :1. Pool sysicill 11:i-, Ifilcoitpoill ildos 011-I 0 cilcohlioll polop little S%vilch. — --- -t:;; !�pjl 11CO(cis of houschold Cook it I Ill li'llicus have lit) §115: Gos filed -111101 Pool 11""' pilot < 151) 13111/1'1 coill itolulls I Y twill 11 it I U 'x -ciccuicid cut;kih.Ullj±�� cc 14oll Lighting RIC-1-4111T.I: ha sIMH h"U lOny"Aw On duClicy ol"10 luilluntitv'Itt. of I"ICOILI pn gwuo hodiol; W ,M ho",AMML, mmulled by n swhdl M, 3 oollol litillul Ot till clitilillcelo thekit -licti. Roolo'. %villi ll.%Iko%vcr of 11ORIIIIII most IlOve either lit Ie;l%1. olle loolilloile ivilh holps %villi lilt shmey ur4H h"nantwult of l',IuOlt-I "I 'Ile to RIC Fool I It of title ol'the nhamilivin 110 this (I k:ciljol.� lisilov; Ole oo covo) gpovaL 1c,loilcoltill IdL'—'1ved —i" January 4,2001 NOTES RESIDENTIAL �_�24- .80-107 03-6403 PERMIT NO. COLE; RICK !q al WINTERS CT, GREDLEY NEW SINGLETAMILY SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address AS - G A meter By Dat ELECTRIC Meter B JOB FINALED (Date) N 1 Signature �,A 4 = OK 0 = Not OK - = NotApplicable = Not Ready 1 . -0b, MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft Card B-11' Date Card B-1 1. Zoning Requ i rements-Setbacks- Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch 6. 3. - Sewer; Location -Test -Fall -C/0 -Concrete 7. 4. Water; Location -Test- Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test-Wrap; 4 P' L 'ft. / P Nat. or/ P' L "ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance 7. Water and Sewer Connected 8. Gas and Electricity Tagged Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #s Verify #'s with Office 1 . Zoning Requ i rements-Setbacks- Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test- Demand -Valve -Connector Card B-1 Date Card B-1 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch it. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 . Zoning Req uirements-Setbacks- Easements Date Footings; Soils-Size-Depth-Spacing-Connectors-SteeI Card B-11' Date Card B-1 Date 4. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 6. 1. Zoning Req uirements-Setbacks- Easements 7. 2. Footings; Size -Spacing- Marriage Line Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3.. Blocking 10. 4. Gas; MH Test -Demand -Valve Ext.; Steps -Doors -Landings 5. Electr icity; MH Test. 6. Water; MH Test . 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 . Zoning Req uirements-Setbacks- Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors-SteeI 3. Decks, Girders and/or Joists- Decki ng- Bracing -Stai rs-Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Colu mns-Connections-Splice-Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nai ling -Veneer -Stucco- Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #s 1 . Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GF1 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-PanelboardS7 Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 = OK 0 = Not OK - = Not Applicable . = Not Ready Date Uf4VERFLOOR (Plans) OK except I&Zoning-Setbacks-EasemenV' r4Ftg., Main; Soils-Elec. Grod.- Of. Ftg., Garage; Soils-Steel-Elec. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth RESIDENTIAL (Single & Duplex) #IS Date /FRAMING (Cont Reed -Slope 47. Hangers -Po r2_/" �9. Depth 48. Cling. Joict- Gqh�/ /" Ftg. Depth 49. FireDlace Ti . j i 60/ ->fold Downs and Special Anchors 9. D.W.V.; Fall- Fitti ng -Test -2 Way C/0 -Sewer Tdidt F.0/6"i 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test' 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underg.,ound 13. Plenums & Ducts; Clearance- Material -Support- Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Testl & Anchor -Nail Protection 19. )?V..V; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler: Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Card B-1 S�,,eBoxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & CJ 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Sizei /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or All Insulated Neutral El Yes Q No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Ext. Doors -One T -Check Garage 3rd Story, 2 Exits Card B-1 Date Card B-1 Date Plywood on Roof Overhang-Aftic Vents -Rafter Outriggers Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 59. Pazing Area -Glass Protection -Skylights- Plastic 36. A.C. Ducts Insulation & Support 1 61. tpde Interior/Exterior Wall Panqls 37. Vent Fan, Exhaust above insulation �_S�on-Foam-Lookecl in Attic .2 38. 39. Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait- Return Air Vent 115 Outlet 1 4 Date 40. Attic Access & Platform if Furnace in Attic Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls ove: Girders & Floor Nailing 44. Draft Sto in Walls (rat prooQ 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs \4 6. Headers & Beams -Size & Bearing Rftr. Ties- Purlin- Roff Brac.- es or Type A Throat Clearance -Draft StoD-Ins. Baffles , 1 1 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 54. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom- Rise- Ru n -Landing- Fire Protection 56. Plywood on Roof Overhang-Aftic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access 59. Pazing Area -Glass Protection -Skylights- Plastic mv. ShearWalls; Nailing -Bolts 1 61. tpde Interior/Exterior Wall Panqls 63. Infiltration-Walls-Winclowst ' 11 1 Date Card B-1 Date Card B -f/ Date Card B-1 Date Card B-1 Date FINAL (elans) OK except #s 6400Sxt. Steps -Door & Sidelight Protection- Land i ngs ��moke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting �A�_Fl. & Bath Fixtures & Tub Access -Spa B9. E ,We -.-Trim & Subpanel, Breaker Sizes & Labels XF Stairs & Rails 71. FiLgplece or Stove, Clearance -H earth ;4o'SleS,Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 4.. utlets & Receptacles at Kit. Counter DeTErage Fire Door; Swing-Landirg-Closure M_,41C Duct in Garage -Damper '77 Wtr Htr.; Vents -Clearance -Comb. Air Connector-RR.V. in,Oarage; Above Floor-Mech. Protection P ec. & Mech. Equip. Listed for Location eceptacles in Garage (F.F.I.)-Romex Protection 400-1 �_S�on-Foam-Lookecl in Attic .2 n.u!.!;9 Rails & Deck Construction -Post Caps 82.-fldin. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Ell Yes t1d./Drive 0 Yes 0 NoMalks Q Yes 0 No/Planters 0 Yes 0 No Brown -Finish unit Disconnect, Electrical- Plumbing ,.Sero'Fents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ,SF119ater Well, Disconnect, Electrical, Plumbing . xterior Elec. Trim, G.F.I. Receptacle -Underground ,jiAtion Throughout House lass Protection _94--Co5rections from Previous Inspections .. as Test -Meters Tagged, Gas -Electric 2&-'V�_ter & Sewer Connected -C/O to Grade -HD Approval 9 _.,B&-Xddress 96. �n!2�omplianceCertificate-Other Certificates Posted Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street e Chico, CA * (530) 891-2751 7 6ounly Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE Q -3 - Vo 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please,notice this office when correction of work is c . ompleted. If you have any questions pertaining to this matter, or need additional explanation, please co ' ntact-this:office immediately. c la 'e-e-kcrAtc-, 3 C. A Date — Inspector REV 10/92 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) APPLICATION AND PERMIT 0 S CA) ASSESSOR PARCEL NUMBER 024-080-107 (Darcel 2) ZONING A-5 BUILDINGPERMIT OWNER COLE, RICK TELEPHONE 671-4478 SO. FT. OCC. BUILDING VALUATION 2261 R 122,095.00 OWNER'S MAILING ADDRESS 1623 STARR DR., STE. A, YUBA CITY, CA 9599� 720 U 12,'960.00 COWRACTOR'S NAME OWNER TELEPHONE 396 C 5ol48.00 CONTRACTOWS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace �A of 1,500-00 Total Valuation $ 141.762.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 786.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 511.23 SUILDINGADDRESS W9. Energy Plan Checking Fee $ 23.00 wams (;T., GRIDLEY $ PERMIT FEE $ 1340.73 LOT NO. SUBDIVISIONS NAME PARCE MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0 Duplex 0 Mobilehome 0 Other SPECIFY Each Trap 13 1 7.00 91.00 j Solar or heat pump water heater 23.00 Water piping 15-00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Describe Work: NEW SINCUR FAMTTV W/GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20. 001 I I PERMIT FEE - $ 1 -71 OU ELECTRICAL PERMIT Filing Fee 20-00 a00V 0 R LE:: Main Service ..OR 23.00 2 3. 0 0. LICENSED CONTRACTOR'S DECLARATION Flhereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(,ONST 9 .(commencing with Section 7000) of Division 3 of the Business and Professions Code, my license is in full force and effect. License Class Lic. No. LicE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 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. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST DY1ELUN1.1ffUP. OR ADDNS. C S. SO. 3.50FT, 04-35 C ES =R ID =10.YRT.. @7.50 PON1.E.RAP.PARATUS 0 CIR. Ex. Occup. OUTLET OR FIXTURES ) 20 @ 1.00 BAL @ .50 FIXED APPLNS OR Ex. Occup. . (RES,6.1 El ) 1 5.001 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 147.35 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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 pe ormance of the work for which this permit is issued. 0 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 Filing Fee 20.00 Heating 1115.00 15.00 Cooling 3SFtTT 19.00 Hood -115.00 1 6.50 6.50 Ventilation 4@ 4.50 18.00 PERMIT FEIE - $ 74.50 Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compen,sat�i4 laws of California, and agree that if I should become subject to the workers aVpensation provisions of section 3700 of the Labor Code, I shall forthw ��6mply with those provisions. X D te .. _4n_e�� - !A Dgnatur of Applicant - 11 O�ilner A Contractor Agent An OSHA permit is required for excavAtichs over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4(; _nn Oc CONST. TAYPE TO'�Al_ FEE $ X7ALK&& 1719� HAZ. I 1711 D V I CDF PCY 17( 1 HDI V V I This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 01�te 40S / (Date)l riptNo. 17i:�',), V31' Recei tt PINK -INSPECTOR -GOMENROO-APPLICANT w T W H I T 7ED. D. S7 VBDP A �A 91 MIS 9 E -S P 0 R ,58 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIPING DIVISION 7 County Center Drive 1, Oroville, California 95965 a Telephone )538-1541 - PERW- No. b 0 If APPLICATION AND PERMIT ASSEMORPMM 7P q 0 go -,/0 BUILDING PERMIT INA Ar— ( /") - Je SO. FT. 05e. BUILDING VALUATION 41 L-- ADPIP-1W ^ . t-1% a Q FM UW_1 n= M=A ADORE= MONLEMER WLM AODFM rORDW L r OR DUBE= UALM ADDRESS 8?-- /00 WT111L USEOFSTRUCTURE S#YJDupkm 0 Moblishorns 0 Other I TYPEOFWORK +kWr)Mdffi= 0 rel 0 LWas 0 Installsillm 0 Other 0 Desdribe Woi I A c - F L-e"'b-P. � >e, i I 10 Q-1 J *PEPAIT FEE P.AXt> 'sm SWUFF OTM. AMOVNT R.5CMV-cb 7J *"CWTNVAM " TO " Kim xWo co#mm Total Valuation S/ ±L41 ?0 z (--.P C>p Mno Fee $ 20.00 Permit Fee !7 K( )() $ � .- Plan Checidng Fes 511.7-5 Energy Plan Checidng Fee $ P3 -Oa $ - 13 �Lt), 73 PERMIT FEE I S PLUMBING Filing Feel 20.00 Each Tmp 7.00 Solar or heat pump water heder 23.00 Water piping 15.00 Each gas water heabr or vent 15.00 Gas piping avatsm I - 5 outlets; 15.00 sulfing cower is -00 I.-)- libblis Home I S I ra I W I Q20.00 PERMIT FEE S / //- a tj -IMM PERMIT Filing Fee 20.00 SW -( g:8 =c ,a 23.0D MM 'M IOWA 4LOO 5L - O=p, ( CWW CIR MURES -0 ;; I EIL O=:U;�. (,,R%AZkj0MR S.00 Ternporivy Service 23.OD Mable Home Faciffies " 00 PERMIT FEE S 9"7- 3S� I RECHAN)CAL PERMIT Fee 20.00 Hesifing cooling Hood 1 6.60 Ila --s-n 40 U PERMIT IFEk S Moble Home Installation Fee Energy eclon Fee FIB ly I N=y EE $ I !V 1 mu-, This Permit is hereby Issueeunaer the applicable prov�bns Of 59 Butke County C*de and/or Re=btbns to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON V"ID.D.S.-LD. CANARY-AWSESSOR P1HX-l?ZPE=R GOWENROD-APPLMA -- I PEW Qt\ 'N ;jk c?3-�—o 41 03 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: ASSESSOR PARCEL NUMBER 10o) q Proposed Building Use: Coun . ter Technician: \J�)Q Date:.—e!';14// Items required in order to apply for a permit. All boxes MUST be checked OR marked,NA in order to apply. ,;;71.. Plot plans, 3 or 4 sets, signedty the prepa"rer of the plans. 2. Complete plans, 3 or 4 sets, signed by the jpreparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations: 04. Engineered truss details and layouts in duplicate. No faxes! -V--5. Ene ' compliance design and supporting documentation in duplicate. rgy 06. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicaie. 0 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 wilfbe indexed and returned to the plan review line-up when required items are received. Date Received By 0 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 0 9. Plot plan and business license approval from the City of Biggs .................................... 0 10. Letter of intent for non-residential buildings .......................................................... 0 11. Detached Accessory Building Form filled out by the owner ..................................... 0 12. Hazardous Material Form ............................................................................... 0 13. Other fRKe aining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... I I 5. Statement of Intent for Non -heated and A/C Buildings ................................... 16. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit .......................................................................... 0 18. California Department of Forestry plan approval 0 paid. Sent. by: ....................... 0 19. Planning approval for (A) Use: 0 )e,' (B)Parking: . C) Parcel Check: 0 20. Contact Land Development about 0 Improveme'rits, 0 Drainage .............. **' I '' * * *'*'* '' OA21. Encroachment Permit for driv6way from the Public Works Dept. (construction approval prior to occupancy). O 22. Pre-Insp'ection for required ................ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ...... 25. Owner -Builder Verification (0 Given to owner, 0 Mai le*d*'t*o* ............ 26. Letter of Signature authorization .................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility cleara'nce ............................................................... 0 2§., Existing violations and/or expired permits ......................................................... 0 G rant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ Other: en,ssued Te*h6no o -71 W7 S!!!� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. t-p)cant:—�� Cate) 6�:o� 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by 0 phone, El mail, 0 counter, by _Date: Contractor, designer, owner, was advised of the above data b 0 phone, 0 mail, 0 counter, by, Date: Plans reviewed by: Date: Plans approved by: --y/ �--Date: < Structural reviewed by: —Date: Zo3, Structural approved by: Date: Note transfer by: Date: r I " - 4 Yellow: BuildinE Division E.H. USE ONLY -4402 Plan AftachZ—d Roar Man Anzcftad� San% to S.D. I — I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance m4 is C� Owner Location AP# Plan'Aporoved for: Sewage DisposaV---, Water Supply: Public Private ;el�l Clearance for— dwelling. Other q Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 4� . — 11 COUNTY OF BUTTE "DEPXRTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PRO 100 S ED BUILDING USE 1. BUILDING PERMIT FEES �(p 7. Balance Due ....................... $ A Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ............. $ 2. SCHOOL DISTRICT FEES - MW7 (paid at District Office) (Available after Fl;; Check) 3. SHERIFF FEES (paid at Building Division) J Residential ...................... -x $360.00 Units Commercial (sq. ft'.) ............... - x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division)' 7. SRA FHIE 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 - ---1 A.P. # QA 0 DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. �AP I, ANT PLI' Zant to Government Code Sectio Z6O20, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Ilk, W" qd%_e2'&% School District A.P. Number Property Owner BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. 62q-090-tL4 Jurisdiction: city County Property Location/Address Subdivision r5l Lot No. I'd I 0 3- Wo Residental Development EfLiving .................................................................................................................. Sq. Footage N Mob=ileHome Addition/ *Supplemental to (Group R) Units Installation. �?,nversiqn Permit # I n:, ................... ............................................................................................ Commercial/industrial Sq,,Footage New Addition (including Exterior Roofed Areas) Ll Date trioor mans reviewea oy bcnooi uistrict versonneu District Identificati6n No. School District certifies that, (Ai3pfican�ti IStreet (City) School District Paid by C Remarks: ibiatei (Phone Number) (Zip Code) by payment of $ W:V, 6b IAB 2926 $ FULL MITIGATIdh t 6 Date Notice: You,may protest the'imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is - notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act JCEQA), 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 RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 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: z-4 - 0 6 0 - ! I0 t .—r 1. OlAf) _5 Date Z 1!�_ oz) State of California County of 6�� PROPERTY OWNERS: Jzi /" A LA -14 4 _V On before me, IV.0 L IS t?4 ia /J g. personally appeared /-) ILA)k eo,-c 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 hig/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 Seal: L I S"82A' C = R 2 RUDY A. RIND 0 COMM. # 131 1 U4 1. NOTARY PUBLIC -CALIFORNIA@ 0 BUTTE COUNTY 0 A. P. # 0 e) /- 0 — /0 COMM. EXP. JULY 26, 2005 'A -3 �4 -3 Recorded I REC FEE 10.00 Official Records I COPIES 2.00 County Of 8UTT-117. CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON Assistant I Li sa 12:101FI'M 25-Ppr-2003 I Page I of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT . FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be, subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: z-4 - 0 6 0 - ! I0 t .—r 1. OlAf) _5 Date Z 1!�_ oz) State of California County of 6�� PROPERTY OWNERS: Jzi /" A LA -14 4 _V On before me, IV.0 L IS t?4 ia /J g. personally appeared /-) ILA)k eo,-c 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 hig/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 Seal: L I S"82A' C = R 2 RUDY A. RIND 0 COMM. # 131 1 U4 1. NOTARY PUBLIC -CALIFORNIA@ 0 BUTTE COUNTY 0 A. P. # 0 e) /- 0 — /0 COMM. EXP. JULY 26, 2005 'A PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE� STATE OF CALIFORNIA, ON APRIL 28,1981 IN BOOK 82 OF MAPS, AT PAGES 60 AND 61. TOGETHER WITH AND RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE� STATE OF CALIFORNIA, ON APRIL 28s 1981 IN BOOK 82 OF MAPS, AT PAGES 60 AND 61., SAID EASEMENT TO BE FOR THE BENEFIT OF AND APPURTENANT TO THE REMAINING LAND OF THE GRANTOR HEREIN AND SHALL INURE TO THE BENEFIT OF AND MAY BE USED BY ALL PERSONS WHO MAY HEREAFTER BECOME THE OWNERS OF ANY PARTS OR PORTIONS OF SAID APPURTENANT LAND. AP NO. 024-080-107 A pm Order No. 00202890-004 liffie", 1-4 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:; ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE couN;ry*OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE� STATE OF CALIFORNIA, ON APRIL 28,1981 IN BOOK 82 OF MAPS, AT PAGES 60 AND 61. TOGETHER WITH AND RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE� STATE OF CALIFORNIA, ON APRIL 28s 1981 IN BOOK 82 OF MAPS, AT PAGES 60 AND 61., SAID EASEMENT TO BE FOR THE BENEFIT OF AND APPURTENANT TO THE REMAINING LAND OF THE GRANTOR HEREIN AND SHALL INURE TO THE BENEFIT OF AND MAY BE USED BY ALL PERSONS WHO MAY HEREAFTER BECOME THE OWNERS OF ANY PARTS OR PORTIONS OF SAID APPURTENANT LAND. AP NO. 024-080-107 A pm \QO April 22, 2003 Rick Cole 1623 Starr Drive Ste. 22 Yuba City, CA 95993 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 024-080-107 Building Permit Number: 03-0403 Thank you for submitting the plans for your building project. The plans have been reviewed, and approved as submitted. 1. Enclosed is your school fee form. Please pay any required fees at the school district office and return yellow copy to the building division. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner Philo Hunt, P.E. Plan Check Engineer I of 1 PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: b924 —0 8-0 0 -7 Permit #: C) 4 0 Work Description: Date Description of Step or Status CERTIFICATION OF INSULATION C-- q- lZ 741"k LOT # C�- 1309 MELODY ROAD, MARYSVILL E, CA 95901 LIC #202026 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC #202026 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC #202026 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 DATE INSULATION COMPLETED: 1 -13 1 C EILINGS lool= . SQUARE FEET) SQUARE FEET) SQUARE FEET) (�'TYPE OF,INSULATION k - --1 SJU a ION Tyl-Elp T I -IN __,TYPEOFINSULA MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM' BATTS FORM BATTS BLOW FORM BATTS MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S PRODUCTI.D. PRODUCTI.D. PRODUCTI.D. Z MANUFACTURER v,e� iMANUFACTUREIRl" tT ANUFACTURIER CT Oc KN CT Oc KN CT Oc KN BAGS '-'�INSTALLED )-APPLI THICKNESS R -VALUE JNSTALLED,, PLIEDI--' �,JHICKNESS �NIININSTALLED,�, E IAGRH T E wu R V A LUE INSALLED,;- IED THI 6*4 S FP OIIT_, so E 0 44v! X -IV T H E R Tf A A" -N-.W A SABOVE."A MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS CT OC KN 17 , `�,4 'M ---. - I'�pr�Y-'4""-II.�,f,A�r'l,v�,,�-t, -- 41:� �'; .." ��fj 1�, IR INFIL -TRATION SEAU MATERIAL 3: 4� MANUFACTURER FOAM. HILTI I HANDYFOAM THIS IS TO CERTIFY THAT INSULATION AND OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SIGNATURE - INSULATIO COYNT ACTOR TITLE MANAGER DATE 7 -30-3 SIGNATURE - GENERAL CONTRACTOR TITLE DATE KS ANDERSON ENGINEERING CONSUL rANrS 16790 PLACER HILLS ROAD, SUITE A MEADOW VISTA, CA. 95722 (530)878-4770 STRUCTURAL CALCULATIONS PREPARED FOR: COLE CONSTRUCTION PARCEL *2 — WINTERS COURT GRIDLEY, CA. APN 024 - 080 - 107 LATERAL, VERTICAL LOAD MEMBER, AND FOUNDATION DESIGN JOB *: 03001 . DATE: JANUARY 31, 2003 PREPARED BY: CARL ANDERSON, P.E. R., , ' g MINN rn m C -D No. C45457 EXP. le cjvj\' OF A0 03-0403 BUTTE COUNTY BUILDING DEPARTMENT A101 if I" ft A PPRu v cu ith fill 111 Y_, 7_1 SL > i4 31a r ��4_t T7, 4 KI S�L -44 - 1 F Ll III ly UN 71! -�P-H- -H it, I i # .4 1 1-111; 14 Cb (31 0 -LA J ff 47 I I if I lmmia4l�mtwl� M-01 fr. -J� 0 s 0C) 1 15' Roof Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.01b By: Carl Anderson, Anderson Engineering Consultants on: 01-30-2003: 4:41:49 PM Proiect: COLE2261 - Location: 2X10 HIP & VALLEY- 12* MAX SPAN .011 Summary: 1.5 IN x 9.25 IN x 12.0 FT (Actual 13 FT) / #2 - Section Adequate By: 64.4% Controlling Factor Span Deflections: Dead Load: Live Load: Total Load: Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Douglas Fir -Larch - Dry Use : Section Modulus / Depth Required 7.22 In Bearing Length Required (Beam only, Support capacity not checked): Span Right End Reactions (Support 13): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Span: Ma)dmum Unbraced Span: Beam End Elevation Diff.: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One - Roof Dead Load -Side One: Rafter Length (HipNalley)-Side One: Tributary Width Based on haff span of rafters. Roof Live Load -Side Two: Roof Dead Load -Side Two: Rafter Length (Hip/Vallev)-Side Two: Tributary Width Based on half span of rafters. Roof Duration Factor: Beam Self Weight: Slope Adiusted Lengths and Loads: Adiusted Beam Length: Beam Triangular Live Load Adiusted for Slope: Beam Triangular Dead Load Adiusted for Slope: Beam Uniform Dead Load Adjusted for Slope: Properties For: #2- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb'(Tension): Adjustment Factors: Cd=11.25 Cf --1.10 FV: Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 6.492 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD-Center-- 0.15 IN LLD -Center-- 0.09 IN = U1733 TLD -Center-- 0.24 IN = U637 LL-Rxn-A= 208 LB DL-Rxn-A= 350 LB TL-Rxn-A= 558 LB BL -A= 0.55 IN LL-Rxn-B-- 104 LB DL-P<)m-B= 184 LB TL-Rxn-B= 288 LB BL -B-- 0.29 IN L= 12.0 FT Lu= 0.0 FT EL= 4.96 FT RP-- 7 :12 L/ 240 IJ 180 LL1 = 8 PSF DLI= 11 PSF RLI = 8.5 FT LL2= 8 PSF DL2= I I PSF RL2= 8.5 FT Cd= 1.25 BSW= 3 PLF Ladi= 12.98 FT TRL= 44 PLF TRD-- 71 PLF wD_adj= 3 PLIF Fb= 875 PSI Fv-- 95 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1203 PSI Fv'= 119 PSI M= 1305 FT -LB V= 517 LB Sreq= 13.1 IN3 S__ 21.3 IN3 Areq= 6.6 IN2 A= 13.8 IN2 Ireq= 28.0 IN4 I= 98.9 IN4 OC) I Roof Beamf 97 Uniform Building Code (91 NDS) I Ver: 5.01 b By: Carl Anderson, Anderson Engineering Consultants on: 01 -30-2003: 4:44:48 PM Project: COLE2261 - Location: 2X12 HIP & VALLEY - 14! MAX SPAN Summary: &// 1.5 IN x 11.25 IN x 14.0 FT (Actual 15.1 FT) / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 39.2% Controlling Factor: Section Modulus / Depth Required 9.54 In Span Deflections: Dead Load: DLD-Center-- 0.19 IN Live Load: LLD -Center-- 0.11 IN = U1686 Total Load: TLD -Center-- 0.29 IN = U618 Span Left End Reactions (Support A): Live Load: LL-Pom-A= 283 LB Dead Load: DL-Rxn-A= 477 LB Total Load: TL-Rxn-A= 759 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.75 IN Span Right End Reactions (Support 13): Live Load: LL-Rxn-B-- 141 LB Dead Load: DL-Rxn-B-- 252 LB Total Load: TL-Rxn-B= 393 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 0.39 IN Beam Data: Span: L= 14.0 FT Ma)dmum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 5.77 FT Pitch Of Roof RP-- 7 :12 Live Load Deflect. Criteria: L1 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load -Side One: LL1= 8 PSF Roof Dead Load -Side One: DL1= 11 PSF Rafter Length (HipNallev)-Side One: RL1= 9.9 FT Tributary Width Based on half span of rafters. Roof Live Load -Side Two: LL2= 8 PSF Roof Dead Load -Side Two: DL2= 11 PSF Rafter Length (HipNalley)-Side Two: RL2= 9.9 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 4 PLF Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 15.14 FT Beam Triangular Live Load Adjusted for Slope: TRL= 52 PLF Beam Triangular Dead Load Adjusted for Slope: TRD-- 82 PLF Beam Uniform Dead Load Adjusted for Slope: wD,_adj= 4 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv-- 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1094 PSI Adjustment Factors: Cd=1.25 Cf --1.00 FV: FV= 119 PSI Adjustment Factors: Cd=11.25 Design Requirements: Controlling Moment: M= 2072 FT -LB 7.572 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: V= 704 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Sreq= 22.8 IN3 S= 31.6 IN3 Area: Areq= 8.9 IN2 A= 16.8 IN2 Moment of Inertia: Ireq= 51.8 IN4 I= 177.9 IN4 03001 Roof Beam[ 97 Uniform Building Code (91 BY: Carl Anderson, Anderson Engineering Consultants Project: COLE2261 - Location: 1.75X9.25 LVL HIP & VALLEY - 29 MAX SPAN Summarv: 1.75 IN x 11.875 IN x 20.0 FT (Actual 21.6 FT) Section Adequate By: 34.2% Controlling Factor Span Deflections: Dead Load: Live Load: Total Load: Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: NDS) I VeG 5.01b on, 01 - 2003: 4:43:06 PM 1.9E Microllam - Trus Joist -MacMillan Moment of Inertia / Depth Required 10.77 In Bearing Length Required (Beam only, Support capacity not checked): Span Right End Reactions (Support 13): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Span: Ma)dmum Unbraced Span: Beam End Elevation Diff.: Pitch Of Roof. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One: Roof Dead Load -Side One: Rafter Length (Hip/Vallev)-Side One: Tributary Width Based on half span of rafters. Roof Live Load -Side Two: Roof Dead Load -Side Two: Rafter Length (Hip/Vallev)-Side Two: Tributary Width Based on half span of rafters. Roof Duration Factor: Beam Self Weight: Slope Adjusted Lengths and Loads: Adjusted Beam Length: Beam Triangular Live Load Adjusted for Slope: Beam Triangular Dead Load Adjusted for Slope: Beam Uniform Dead Load Adjusted for Slope: Properties For: 1.9E Microllam- Trus Joist -MacMillan Bending Stress: Shear Stress: Modulus of Elasficftv: Stress Perpendicular to Grain: Adjusted Properties Fb` (Tension): Adjustment Factors: Cd=1.25 Cf --1.00 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 10.813 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: At support. Critical shear created bv combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD-Center-- 0.68 IN LLD -Center-- 0.39 IN = U662 TLD -Center-- 1.07 IN = U242 LL-Rxn-A= 575 LB DL-Rxn-A= 975 - LB TL-Rxr�-A= 1550 LB BL -A= 1.10 IN LL-Pbai-B-- 287 LB DL-Rxn-B-- 518 LB TL-Fbcn-B= 805 LB BL -B= 0.57 IN L= 20.0 FT Lu= 0.0 FT EL= 8.23 FT RP= 7 :12 L1 240 L/ 180 LLI= 8 PSF DL1= 11 PSF RL1= 14.1 FT LIL2= 8 PSF DL2= 11 PSF RL2= 14.1 FT Cd= 1.25 BSW= 6 PLF Ladj= 21.63 FT TRL= 74 PLF TRD-- 117 PLF wD-Adj= 6 PLF Fb= 2&)0 PSI Fv-- 285 PSI E= 1900000 PSI Fc__perp= 750 PSI FU= 3255 PSI FV= 356 PSI M= 6053 FT -LB V= 1438 LB Sreq= 22.4 IN3 S__ 41.1 IN3 Areq= 6.1 IN2 A= 20.7 IN2 lreq= 182.0 IN4 I= 244.2 IN4 I Ak-0 5 001 Roof Beam[ 97 Uniform Building Code (91 NDS) I Ver: 5.01b BY: Carl Anderson. Anderson Engineering Consultants on, 01 -30-2003: 4:45:39 PM Project: COLE2261 - Location: RBM #1 - GARAGE HEADER Summary: 7 3.5 IN x 14.0 IN x 16.0 FT / 2.OE Parallam - Trus Joist -MacMillan Section Adequate By: 173.1% Controlling Factor: Section Modulus/ Depth Required 9.73 In Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD= 0.13 IN = U1448 Total Load: TLD-- 0.36 IN = U537 Reactions (Each End): Live Load: LL-Rxn= 1152 LB Dead Load: DL-Rxn= 1956 LB Total Load: TL-Fbm= 3108 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.18 IN Beam Data: Fb= 2900 PSI Span: L= 16.0 FT Ma)dmum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 PSI Non -Snow Live Load: Roof Loaded Area: RLA= 144 SF Live Load Method: Method One Roof Loading: Roof Live Load -Side One: LLI= 16 PSF Roof Dead Load -Side One: DLI= 22 PSF Tributary Width -Side One: TW1= 7.0 FT Roof Live Load -Side Two: LL2= 16 PSF Roof Dead Load -Side Two: DL2= 22 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 15 PLF Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= 144 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD adi= 245 PLF Total Uniform Load: —WT= 389 PLF Properties For: 2.OE Parallam- Trus Joist -MacMillan 12.9 IN2 A= Bending Stress: Fb= 2900 PSI Shear Stress: Fv-- 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fcjxlrp-- 750 PSI Adjusted Properties Fb'(Tension): FW= 3563 PSI Adjustment Factors: Cd=1.25 C 0.98 FV: FV= Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 8.0 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 363 PSI M= 12433 FT -LB V= 3108 LB Sreq= 41.9 IN3 S__ 114.3 IN3 Areq= 12.9 IN2 A= 49.0 IN2 Ireq= 268.8 IN4 I= 800.3 IN4 4- C) 5 001 Roof Beam[ 97 Uniform Building Code (91 NDS) I Ver: 5.01 b BY: Carl Anderson. Anderson Engineering Consultants on: 01 -30-2003: 4:46:08 PM Project: COLE2261 - Location: RBM #2 - GARAGE - FRONT TO BACK Summary: 17841 3.5 lkh-11-.875 IN x 18.0 FT 2.OE Parallam - Trus Joist -MacMillan' V= Section Adequate By:, 12.7,% Controlling Factor: Moment of Inertia / Depth Required 11.41 In Deflections: Sreq= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): IN2 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Ma)dmum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method Roof Loading: Roof Live Load -Side One: LLI= Roof Dead Load -Side One: DL1 = Tributary Width -Side One: TW1 = Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= Beam Uniform Dead Load Adjusted for Rafter Pitch: wD adj= Total Uniform Load: —WT= Properties For: 2.OE Parallam- Trus Joist -MacMillan Bending Stress: Fb= Shear Stress: Fv-- Modulus of EJasticitv: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb'(Tension): Fb'= Adjustment Factors: Cd=1.25 Cf --1.00 FV: Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 9.0 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fv'= 0.59 IN 0.47 IN = U456 1.07 IN = L1203 1764 LB 2201 LB 39615�N LB 1.51 IN 18.0 FT 0.0 FT 7 :12 240 180 252 SF One 14 PSF 22 PSF 5.0 FT 14 PSF 10 PSF 9.0 FT 1.25 13 PLF 196 PLF 245 PLF 441 PLF 2900 PSI 290 PSI 2000000 PSI 750 PSI 3629 PSI 363 PSI M= 17841 FT -LB V= 3965 LB Sreq= 59.0 IN3 S__ 82.2 IN3 Areq= 16.5 IN2 A= 41.5 IN2 Ireq= 433.5 IN4 I= 488.4 IN4 ,4-05,001 to Roof Beam[ 97 Uniform Building Code (91 NDS) I Ver: 5.01b By: Carl Anderson, Anderson Ei ineeringConsulta 1-30-2003: 4:46:42 PM Project: COLE2261 - Location: RBM #3 - LIVING ROOM 5857 Summary: V= 3.5 IN x 11.25 IN x 12.5 FT / #1 - Douglas Fir -Larch - Dry Use LB Section Adequate By: 44.4% Controlling Factor: Section Modulus Depth Required 9.36 In Deflections: IN3 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 39.3 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Ma)dmum Unbraced Span: Lu= Pitch Of Roof. RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L1 Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method Roof Loading: Roof Live Load -Side One: LLI= Roof Dead Load -Side One: DL1 = Tributary Width -Side One: TW1 = Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= Beam Uniform Dead Load Adjusted for Rafter Pitch: wD adi= Total Uniform Load: —WT= Properties For #I- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv-- Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcjx"-- Adjusted Properties Fb' (Tension): FW= Adjustment Factors: Cd=1.25 Cf --1.10 FV: psy= Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 6.25 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0.15 IN 0.09 IN = U1722 0.23 IN = U643 700 LB 1174 LB 1874 LB 0.88 IN 12.5 FT 0.0 FT 7 :12 240 180 88 SF One 16 PSF 22 PSF 6.0 FT 16 PSF 22 PSF 1.0 FT 1.25 10 PLF 112 PLF 188 PLF 300 PLF 1000 PSI 95 PSI 1700000 PSI 625 PSI 1375 PSI 119 PSI M= 5857 FT -LB V= 1874 LB Sreq= 51.2 IN3 S-_ 73.8 IN3 Areq= 23.7 IN2 A= 39.3 IN2 Ireq= 116.3 IN4 J= 415.2 IN4 FV: Adjustment Factors: Cd=1.25 C 1.20 FV= Adjustment Factors: Gd=1.25 Design Requirements: Controlling Moment: 3.75 ft from left support Critical moment created by combining all dead and live loads. Ma)a*mum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 119 PSI M= 4137 FT -LB V= Roof Beam[ 97 Untfonn Building Code (91 DS) I Ver: 5.01 b LB Sreq= BY: Carl Anderson. Anderson Engineering Consult n: 01 -30-2003: 4:47:09 PM IN3 Project: COLE2261 - Location: RBM #4 - ENTRY / FAMILY ROOM 49.9 IN3 Areq= Summary: IN2 A= 32.3 3.5 IN x 9.25 IN x 7.5 FT / #1 - Douglas Fir -Larch - Dry Use Ireq= 49.3 IN4 Section Adequate By: 16.1% Controlling Factor: Area/ Depth Required 7.96 In 230.8 IN4 Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.04 IN = L/2215 Total Load: TLD-- 0.11 IN = U843 Reactions (Each End): Live Load: LL-Rxn= 840 LB Dead Load: DL-Rxn= 1367 LB Total Load: TL-Rxn= 2207 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.01 IN Beam Data: Span: L= 7.5 FT Ma)dmum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 :12 Live Load Deflect. Criteria: u 240 Total Load Deflect. Criteria: u 180 Non -Snow Live Load: Roof Loaded Area: RLA= 105 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LLI = 16 PSF Roof Dead Load -Side One: DLI = 22 PSF Tributary Width -Side One: TWI = 9.0 FT Roof Live Load -Side Two: LL2= 16 PSF Roof Dead Load -Side Two: DL2= 22 PSF Tributary Width -Side Two: TW2= 5.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 8 PLF Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= 224 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD—Pdi= 364 PLF Total Uniform Load: WT= 588 PLF Properties For #I- Douglas Fir -Larch Bending Stress: Fb-- 1000 PSI Shear Stress: Fv-- 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): FIY= 1500 PSI FV: Adjustment Factors: Cd=1.25 C 1.20 FV= Adjustment Factors: Gd=1.25 Design Requirements: Controlling Moment: 3.75 ft from left support Critical moment created by combining all dead and live loads. Ma)a*mum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 119 PSI M= 4137 FT -LB V= 2207 LB Sreq= 33.1 IN3 S__ 49.9 IN3 Areq= 27.9 IN2 A= 32.3 IN2 Ireq= 49.3 IN4 1= 230.8 IN4 Roof Beam[ 97 Uniform Building Code (91 NDS) I Ver: 5.01b By: Cad Anderson. Anderson Engineering Consuttants. on: 01 -30-2003: 4:47:44 PM Project: COLE2261 - Location: RBM #5' -1 REAR PATIO Summary: 3.5 IN x 11.25 IN x 15.0 FT #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 0.3% Controlling Factor: Section Modulus Depth Required 11.23 In Deflections: Dead Load: DLD= 0.30 IN Live Load: LLD= 0.18 IN = U996 Total Load: TLD= 0.48 IN = U372 Reactions (Each End): Live Load: LL-Rxn= 840 LB Dead Load: DL-Fbm= 1409 LB Total Load: TL-Rxn= 2249 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.03 IN Beam Data: Span: L= 15.0 FT Ma)dmum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Non -Snow Live Load: Roof Loaded Area: RLA= 105 SF Live Load Method: Method One Roof Loading: Roof Live Load -Side One: LLI= 16 PSF Roof Dead Load -Side One: DL1= 22 PSF Tributary Width -Side One: TW1 = 5.0 FT Roof Live Load -Side Two: LL2= 16 PSF Roof Dead Load -Side Two: DL2= 22 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 10 PLF Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= 112 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD adj= 188 PLF Total Uniform Load: —WT= 300 PLF Properties For: #11- Douglas Fir -Larch Bending Stress: Fb-- 1000 PSI Shear Stress: Fv-- 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fcjxnp= 625 PSI Adjusted Properties Fb'(Tension): FV= 1375 PSI Adjustment Factors: Cd=1.25 Cf --1.10 Fv: FV= 119 PSI Adjustment Factors: Cd=11.25 Design Requirements: Controlling Moment: M= 8433 FT -LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: V= 2249 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: SreQ= 73.7 IN3 S__ 73.8 IN3 Area: Areq= 28.5 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 200.9 IN4 I= 415.2 IN4 *4-6 5 00 1 (37 Roof Beam[ 97 Uniform Building Code (91 NDS) I Ver: 5.01 b By: Carl Anderson, Anderson Engineering Consultants on: 01-30-2003: 4:48:14 PM Project: COLE2261 - Location: RBM #6 - NOOK / FAMILY Summary: 3.5 IN x 11.25 IN x 9.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 36.6% Controlling Factor: Area Depth Required 8.77 In Deflections: Dead Load: DLD-- 0.07 IN Live Load: LLD= 0.04 IN = L/2690 Total Load: TLD= 0.11 IN = U1018 Reactions (Each End): Live Load: LL-Fb(n= 864 LB Dead Load: DL-Rxn= 1418 LB Total Load: TL-Rxn= 2282 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.04 IN Beam Data: Span: L= 9.0 FT Ma)dmum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 7 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Non -Snow Live Load: Roof Loaded Area: RLA= 108 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LL1 = 16 PSF Roof Dead Load -Side One: DLI= 22 PSF Tributary Width -Side One: TW1= 7.0 FT Roof Live Load -Side Two: LL2= 16 PSF Roof Dead Load -Side Two: DL2= 22 PSF Tributary Width -Side Two: TW2= 5.0 FT Roof Duration Factor Cd= 1.25 Beam Self Weight: BSW= 10 PLF Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= 192 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD adi= 315 PLF Total Uniform Load: —WT= 507 PLF Properties For: #I- Douglas Fir -Larch Bending Stress: Fb-- 1000 PSI Shear Stress: Fv-- 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fcjxnp-- 625 PSI Adjusted Properties Fb'(Tension): FW= 1375 PSI Adjustment Factors: Cd=1.25 Cf --1.10 FV: Fv= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 5135 FT -LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Ma)dmum Shear: V= 2282 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Sreq= 44.9 IN3 S__ 73.8 IN3 Area: Areq= 28.9 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 73.4 IN4 I= 415.2 IN4 J�- C.:3, 0 0 1 k /+ Footing Design F 97 Uniform Building Code (91 NDS) I Ver: 5.01 b BY: Carl Anderson, Anderson Engineering Consultants on: 01 -30-2003: 4:48:43 PM Proie6t COLE2261 - Location: 24" SQ. - MAX LOAD = 3400 LBS Summary: Footing Size: 2.0 FT x 2.0 FT x 12.00 IN * Footing has been designed Without reinforcement Footing Loads: Live Load: PL= 1700 LB Dead Load: PD= 1700 LB Total Load: PT= 3400 LB Ultimate Factored Load: Pu= 5270 LB Footing Properties: Allowable Soil Bearing Pressure: QS= 1000 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 2.0 FT LerKith: L= 2.0 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10.00 IN Column and Baseplate Size: Column TVpe: (Wood) Column Width: m= 4.00 'IN Column Depth: n= 4.00 IN .Bearing Calculations: Required Footing Area: Areq= 4.0 SF Area Provided: A= 4.0 SF Ultimate Bearing Pressure: Qu= 850 PSF Effective Allowable Soil Bearing Pressure: Qe= 850 PSF Baseplate Bearing: Bearing Required: Bearing= 5270 LB Allowable Bearing: Bearing -Allow-- 44200 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vul= 439 LB Allowable Beam Shear: vcl= 10400 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo-- 56.00 IN Punching Shear: Vu2= 3477 LB Allowable Punching Shear: vc2= 48412 LB Bending Calculations: Factored Moment: Mu= 15810 IN -LB Nominal Moment Strength: Mn= 65000 IN -LB Do - IT Footing Design [ 97 Uniform Building Code (91 NDS) I Ver: 5.01 b BY: Carl Anderson. Anderson Engineering Consuftants; on: 01 -30-2003: 4:49:04 PM Proiect: COLE2261 - Location: 30" SO. - MAX LOAD = 5000 LBS Summary: Footing Size: 2.5 FT x 2.5 FT x 12.00 IN * Footing has been designed without reinforcement Footing Loads: Live Load: PL= 2500 LB Dead Load: PD= 2500 LB Total Load: PT= 5000 LB Ultimate Factored Load: Pu= 7750 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1000 PSF Concrete Compressive Strength: Fc= 2500 PSI Footing Size: Width: W= 2.5 FT Length: L= 2.5 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 4.00 IN Bearing Calculations: Required Footing Area: Areq= 5.88 SF Area Provided: A= 6.25 SF Ultimate Bearing Pressure: Qu= 800 PSF Effective Allowable Soil Bearing Pressure: Qe= 850 PSF Baseplate Bearing: Bearing Required: Bearing= 7750 LB Allowable Bearing: Bearing-Allovr- 44200 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vul= 1292 LB Allowable Beam Shear: vc1 13000 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo-- 56.00 IN Punching Shear: Vu2= 6062 LB Allowable Punching Shear: vc2= 48412 LB Bending Calculations: Factored Moment: Mu= 29062 IN -1-13 Nominal Moment Strength: Mn= 81250 IN -LB -i�--C>-300 ) t& Footing Design 197 Uniform Building Code (91 NDS) I Ver: 5.01 b BY: Carl Anderson. Anderson Engineering Consultants on: 01 -30-2003: 4:49:21 PM Project COLE2261 - Location: 3(r SQ. - MAX LOAD = 7500 LBS Summary: i I - Footing Size: 3.0 FT x 3.0 FT x 12.00 IN * Footing has been designed without reinforcement Footing Loads: Live Load: PL= 3750 LB Dead Load: PD= 3750 LB Total Load: Ultimate Factored Load: AIDD PT= Pu= 7500 11625 LB LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1000 PSF Concrete Compressive Strength: Fc= 2500 PSI Footing Size: Width: W= 3.0 FT Length: L= 3.0 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 4.00 IN Column Depth: n= 4.00 IN Bearing Calculations: Required Footing Area: Areq= 8.82 SF Area Provided: A= 9.0 SF Ultimate Bearing Pressure: Qu= 833 PSF Effective Allowable Soil Bearing Pressure: Qe= 850 PSF Baseplate Bearing: Bearing Required: Bearina= 11625 LB Allowable Bearing: Bearing -Allow-- 44200 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vul= 2583 LB Allowable Beam Shear: VC1 15600 LB Punching Shear Calculations (Two way shear): Critical Perimeter Bo-- 56.00 IN Punching Shear: Vu2= 9867 LB Allowable Punching Shear: vc2= 48412 LB Bending Calculations: Factored Moment: Mu= 52313 IN -LB Nominal Moment Strength: Mn= 97500 IN -LB O.R- I OWNER -BUILDER VERIFICATION ] Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and retum this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this 'Verification is received. I personally plan to provide the major labor and materials for construction of the proposed roperty improvement: YES 11 NO 11 C2. HAVE 11 HAVE NOT 11 signed an application for a building permit for the proposed work. S_11 I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE 4. an to provide portions of this work, but I have hire e following person to coordinate, supe and provide the major work: CITY: ADDRESS: z PHONE: TRACTOR'S LICENSE NO. 5. 1 will provide some of the but I have tracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHO TYPE OF WORK GNED: PROPERTYOV*rNER: SOCIAL SECURITY NUMMER: DATE: V� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. L8� OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +rely, a, CB�-- 4A Nfic el C. Vidira, C.B.O. M iz ger, B�uilding Inspection NOTE This Owner -Builder Infonnation is required by Section 19830 of the California Health and Safety Code. OVER SITE PLAN REVIEW APPLICATION Date: o,2�, AP# (> ',-' LE G 5 0 (2 -7 Permit Number (if applicable) 0 0 APPLICANT INFORMA TION Owners Name: Owners Address: Telephone No.: Situs Address: ' Proposed Use: Parcel Size: / A C 7 C)IC-1 . G -? I - q I -P? 15 � I Residential New Single Family Residential [:] Single Family Addition F-1 Mobile Home F-1 Residential Accessory F� Permanent Second Dwelling M Temporary Mobile Home (Aunt Minnie) F1 Temporary Travel Trailer M Multi -family , Non-residential New Commercial F� Commercial Addition F-1 New Industrial F-1 Industrial Addition Other 13 Septic F-1 Agricultural Exempt Building F� Other: Brief Explanation (if necessary): W) A/ 7- r 67-P, 7 L_ e - E] Single Family Remodel F� Commercial Remodel F-1 Industrial Remodel ff Well DO NOT WRITE BELOW THIS LINE DE VEL OPMENT SER VICES INFORMA TION (For Staff Use) §1 Approved F-1 Conditionally Approved [] Resolve Problems Prior to Approval NJ Site Plan Stamped Approved By 112 Date 2-- 2, Page I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: F1 Snow Load Area: - - El Land Conservation' Act Minimum Acreage: Verify residence can be built per contract F-1 Nitrate Action Plan (See Environmental Health for standards) F-1 Watershed Protection Overlay Zone (See attached standards and requirements) [] Expansive Soils (Test for expansive soils and if verified proper foundation design required) F1 SRA - (CDF to determine specific requirements) El I 00 -Year Flood Plain: (See ed) Flood Zone: Flood Panel No.: Index Date: 6- & F-1 Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) Cohasset Area (See attached standards and requirements) E] Grading Zone (See attached handout) Use Requires: R Use Permit El Minor Use Permit Administrative Permit F1 Minor Variance El Variance ------------------------------------------------------------------------------------------------------------------ F-1 Detached Building Use Form R Encroachment Permit F1 Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement Zoning: h — Applicable Building Setbacks: Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front SO CVt- Side Side Street Rear Height Waterway N/A N/A N/A Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 1w, Applicable Development Fees: Standard Fees Amount Formula F1 Fire El School* r_1 Parks/Recreation Fj Roads F� Sheriff E] Drainage R NCSP/CSA 87 El Chico Urban Area — Road R Thermalito Drainage Area Thermalito Urban Area Other Subdivision Map Special Fees F1 Water Tender Road Improvement North Oroville Area El Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By D Deeds: Date of Creation: Legal Access Provided: E] No [I Yes Deed of Reference: Legal Access Required No El Yes Parcel Frontage on Publicly Maintained Road: El No F1 Yes, Road Name: Complies with County Standards for Deed Creation:E] No E] Yes Comments:: n Parcel Deemed to be legal El Verify Legal Parcel 'F_1 Verify Legal Access E]Provide Deed of Creation r_1 Obtain a Certificate of Compliance Fj Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). D Construct road to: El Meet Parcel size required by zone R Meet current Environmental Health Department requirements Page 3 of 5 JO Subdivision Map/Parcel Map: Map Date of Recording: Lot: E] Use Permit/Minor Use Permit Permit Number: Book F-�V- , 612— Page: 6 04 . I Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions El Comply with the following Conditions of ApprovaL El Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. El Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. M in lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. r-1 Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." El Engineered foundations are required. El Class A roofs are required. Ej Property owners responsible for road maintenance, and stop sign maintenance. r-1 101 Page 4 of 5 `4 F -I 0 x 0 El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumenMEluilding Permit Site Plan Reviewl.doc Page 5 of 5 - - - - - - - - - - - - - - - - - - - - WINTERS N r EDGE OF ROAD p C) c� I -- — — — — — — RIGHT OF WAY LINE DRIVEWAY 100' WELL ARC 30,00" WELL rL PWLK. SOWL K. 3 -CAR-, ENr q,ENr FY� Y CARACE 31'10' PORCH 8.00 LANDING 1500 CAL. SCIPTIC TANK NEW HOME 2661 50. FT. z� 30.00, PATIO Y" 1100 Box TICHT LINE5 AIC 'COND, PAD co 100' WELL ARC 00 C3 c:) m r -I M cv) ul cxj� CD 0� Cl z 4-2'WIPe X 100' LON6. LEACH LINES 5' F.R.PM. PROP.CRTY.. LINE I B.' FROM''STRUCTURE$ Li u J, uj c > 03 CD 14" 1 1. . 1, rv" 4-12V -X 100' L N 0 (;''LEACH, LINES jL . f -N �89. 43'06"�W- 13L.79 2q'—q" Ic—O" 5' 608015 Q. DR. (3) 4060 SL. 0011 CLEARANCE %L I F112EPLACE (IINSTALL ca NOOK PER MANUFACTURES co VINYL FAMILY SPECIFICATIONS) I'D 1200M CARPET APPROVED 1:7 - WATER FOR Butte County ICE—MAKER Fj*ronmental Health z Da fill ------ J TV NICHE TOP @ 540—� KITCHEN OPEN OVE12 TOP VINYL 0 ---------------- 4 ARCiPN MICH _R_ 3'-0" v2'—O" 7] —O"T - Beopoom �L3 CARPET 7-4" 1 S&P U VENT T6 OUTSIV s & P 5068 01—PASS 6,-8" LINEN 2668 4 1�2" T BA TH 1ASTER CARPET /TLE- E:012100M CARPET 2465 2468 CARPET & rL — & I I 22"X30" HALL ATTIC 2668 CARPET ACCE-55 0 r BATHm 2 2468 k_. VINYL IYA" SEI$MIC __j STRAP (T W CN:Tk� ILE LE BEL WON PININC LIVINC ROOM Q00N CARPET CARPET CARPET 3050 ok Q� 50!10 SL.* . 1 5010 TZANS.' io 5'-0" 1060 1060 FX. Fx. TEMP. - TEMP. 4'- 10-1 1_1� 7-0" h DO PORCH --I ,,i� 5050 SL. 15"XI8" COLUMN--,... 5010 T2ANS, 4XI2 BM. (T.F.) U LAUNDRY POST WATER CE-NTRAL VAC. SOPTNER LOOP PLATFORM 5'-6 1/2" 5'-5 314" 5'-7 114". - .1 2cl'-8 112"" 3—CAIR CAP -ACE CONCRETE NOTE Ns ' TALL 5/80 TYPE ")(0 (;Yp. BD. (OVER 12ESILIENT CHANNELS w/ TRUSSES OR TJI'5) @ CeILINC Of. GARACE. ALL BEAMS. ANDPOSTS TO. f3K)Q00M L2 CA12PET