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HomeMy WebLinkAbout047-440-045jotj BUILDING RECORD �)0MiSG LLANEOUS FARCE If SHEET S yOF SHEETS S _ L —. DESCRIPTION OF BUILDINGS Roof Second Story Year rsf. Tot. Floor a In Detail or Loft Built Life Yrs Bldg. Structure, Size Fovnd. i�lal! 8 Euterior Type I Corer o`o No. •r 01 v 7 (l -. 7 s v !j i��o�T �O % k2 d e r >' y T L 1WA�. ' ..7: .. a/G 5Tb ' DG0 e� --r-az- 16 ,tCD/'; / COMPUTATION Appraiser -Ante /Z�G 9r"�® l9dD ��� �� i 19�JH .jle—e C_Badg. Unit % R. C. nf. Unit Cost % Cost Good R: N Co f Cost Go°�d �. N. D Cosi Cost good �.. C. N. q No. pP9® Cost Good .N. D. Cost . 3 �� lid Z/00 Alec Bt" 0 67 10 Tq*7 Appraiser- Da1�/j� ® /O" //— !`� !9 19 19^ o r�s� i Cost o' /o C. N. !� C. jV. Unit o 4 CoSP- Goody L. Un � t C o s P ,� R. C. N. t i N. Q. 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LA 1 al ''3QC _ _ _ -... __ '-_._ _m.,.. -i -m. ,.�.. m��.�.,.,, b..� ......�..,.v..v.Y_•�_-'___ _ __l_..._. E• _tr c Gos ^� eiaphone �_��� f l ( i I ._.___z, .,,..•,.,,� I .,- Sas ACCESS: Cc o, c Ve G.- er age L r_.c•r _ SNI M A R i anti Vdi.ra �� ' WATER: — t .0 L.iv.G. �truc cares � _ e-UYZ---- Source. Trees enc V ones �s• I � Gr•.rs..c :rrpauo:,- F:r.•ures ar.n Eq:rprr,ent.,.._,..as.,...m- Ditch CD ( —�- Total Cumr-iatrp r.ULL Well Comparab.e r ( - -i Public Utility Pipe Line _ Comparable 2 tj Comparable Quality. Good i 10-1we L. r:cePoor r' Data G TOTAL PROPERTY APPRAISAL Quan.2v. Land �?+.� "?' .%�� Q -- _. Plenty improvements Ample � Trees and Vines / • siJ Limrtec G _-_-- Total Property Suoplier d L �t N th or..,_Star ENGINEERING Civil Engineers - Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Custom Residence for Dave Ebright LOCATION: Chico, California OWNER: Dave Ebright JOB NUMBER: 7968 DATE: December 10, 2002 CODES: . California Building Code, 1998 Edition CODE ENFORCEMENT: City of Chico Building Department LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1200 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. �- 02-3 4-78 GENERAL: Any structural or non-structural items that are not specifically ddreesssed TTA n�V 41 the following calculations and or details are designed by� the, r %d' e n*,o6 VW ART E T the responsibility of NorthStar Engineering. t APH'0113-n 7/3 p � Page 1 of . -J NorthStar 20 DECLARATION DRIVE CO, CA 95973 BY: JMR ENGINEERING CHI530-893-1600 12/10/02 FAX 530-893-2113 JOB NO: 7968 PG. 2 OF LATERAL DESIGN BASED ON THE CALIFORNIA BUILDING CODE, 1998 EDITION GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 * 0.36 * W = 0.200 W 4.5 WHERE R = 4.5 SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = 0.36 PER UBC TABLE 16 - Q r-max=(V/2)*10/(IW *V)=5/Iw=5/20'= 0.25 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 5240^0.5) = 0.89 P= 1.00 E = p * VW = 0:200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15' = 1.06 Cq" qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF f 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the. engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY.' DATE: JOB N0: PAGE 3 OF NorthStar Civil Engineers - Planners - Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 By: MEM NorthStar DatJob N . 79682 ENGINEERING ' Job No. 7968 Page of LATERAL DESIGN LINES:2, A,& D COMPLY WITH U.B.C. SECTION 2320, HEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 I Lsw3 � L4 � Lsw4� L5 LLsw5 L L6 TOTAL LENGTH OF WALL (L) = -84.25 FT SHORTEST LENGTH OF SHEAR WALL = 16 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.71 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 10.23 K LATERAL FORCE THAT GOVERNS V = 10.23 K WIND GOVERNS WHERE L1 = 2 FT Lsw1 = 16 FT L2 = 44.25 FT Lsw2 = 20 FT"' L3 = 2 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT WIND PRESSURE (P) _ . 0.0200 KSF TOTAL LENGTH OF WALL (L) = -84.25 FT SHORTEST LENGTH OF SHEAR WALL = 16 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.71 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 10.23 K LATERAL FORCE THAT GOVERNS V = 10.23 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2506 FTA 2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 150 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) '= 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 53.984 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 512 FT^2. WIND PRESSURE (P) _ . 0.0200 KSF , By: MEM Date: 12/10/02 Job No. 7968 Page 5. • of SHEAR WALL LINE 1: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.284 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.56 K DOWNWARD FORCE RESISTING _UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.77 K NET UPLIFT FORCE = Fuplift - Fdwn = 1.79 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.24 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 2.36 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) = -3.01 K DSF4 = v * (Lsw1 + Lsw2) - (V / L)' (L1 + Lsw1 + L2 + Lsw2) = 0.24 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V /'L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.36 K MIN: DRAG STRUT FORCE _ -3.01 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC40 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 12/10/02 Job No. 7968 Page - (a of SHEAR WALL LINE 3: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 L L2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 sw3 � L4 � Lsw4L L5 LLsw5 L L6 L1 = 2 FT Lsw1 = 19 FT L2 = 3 FT Lsw2 = 8 FT j L3 = 2 FT Lsw3 = 4 FT L4 = 12 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 50 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.16 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 10.73 K LATERAL FORCE THAT GOVERNS V = 10.73 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2229 FTA 2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) _ 150 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 50.106 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 537 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 +'Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.346 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.12 K u By: MEM NorthStar 20 DECLARATION DRIVE Date: 12110/02 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7968 530-893-1600 Page -7 of . 1-_ FAX 530-893-2113 SHEAR WALL LINE 3: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.19 K INET UPLIFT FORCE = Fuplift - Fdwn = 2.92 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.43 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.07 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 1.43 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 2.48 K DSF5 = v * (Lsw1.+ Lsw2) - (V / L) * (L1 + Lsw1• + L2 + Lsw2 + L3) = 2.05 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 +Lsw2 + L3 + Lsw3) = 2.58 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = - 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9= 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.58 K MIN. DRAG STRUT FORCE = 0.00 K USE: l ;HEAR WALL NO.3 'HD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. ASTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 12/10/02 Job No. 7968 Page 0 of SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 , LLsw1 L L2 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 L3 LLsw3 L L4 TOTAL LENGTH OF WALL (L) _' 81 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT INDICATES SHEAR WALL PANEL SECTION, TYP. LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.87 K Lsw5 L L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.43 K LATERAL FORCE THAT GOVERNS V = 6.87 K SEISMIC GOVERNS WHERE L1 = 2.5 FT L'sw1 = 14 FT L2 = 5 FT Lsw2 = 8 FT L3 = 20.5 FT Lsw3 = 4 FT L4 = 27 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT WIND PRESSURE (P) = 0.0200 KSF TOTAL LENGTH OF WALL (L) _' 81 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT INDICATES SHEAR WALL PANEL SECTION, TYP. LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.87 K Lsw5 L L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.43 K LATERAL FORCE THAT GOVERNS V = 6.87 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2240 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 120 FT ,LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall /'2) * (Lwext * Dlwext + Lwint * DLwint) W = 48.1 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 322 FTA 2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.264 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.38 K By: MEM Date: 12/10/02 Job No. 7968 Page of . SHEAR WALL LINE B: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = - 0.19 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.19 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.21 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.30 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 1.88 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 3.31 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ 1.57 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + b + Lsw2 + L3 + Lsw3) = 2.29 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 3.31 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2f PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.e MSTC40 STRAP AT ALL TOP PLATE SPLICES / By: MEM Date: 12/10/02 Job No. 7968 Page 10 of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 kLswl k L2 Lsw2 L L3 sw3 L L4 L LSWA L5 LLsw5 L6 L L1 = 2 FT Lsw1 = 3.5. FT L2 = 5 FT Lsw2 = 4 FT L3 = 25 FT Lsw3 = 3.5 FT r L4 = 13 FT Lsw4 = 4 FT L5 = 3 FT Lsw5 = 5.5 FT/ L6 = 7 FT Lsw6 = 5.5 FT L7 = 2 FT TOTAL LENGTH OF WALL (L) _ . 81 FT SHORTEST LENGTH OF SHEAR WALL = 3.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.60 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 10.35 K LATERAL FORCE THAT GOVERNS V = 10.35 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) _. 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2476 FTA 2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 145 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 180 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 53.204 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 518 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.398 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.58 K By: MEM NorthStar Date:02 ENGINEERING Job No:.. 796 7968 Page 1 I • of SHEAR WALL LINE C: (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 12 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.17 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.41 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 10.26 K DSF2 = v "Lsw1 - (V / L) * (L1 + Lsw1) = 0.69 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) = 0.05 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2p= 1.13 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -2.06 K DSF6 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -1.12 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -2.78 K DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = -1.70 K DSF9 = v * (Lsw1-+ Lsw2 + Lsw3 +•Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = -2.08 K DSF10 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + LSw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = -0.59 K MAX. DRAG STRUT FORCE = 1.13 K MIN. DRAG STRUT FORCE _ -2.78 K USE: 'HEAR WALL NO. 4 - / 'HD2 HOLDOWN ON 2- 2X WITH SSTB20 A.! ! / ASTC40 STRAP AT ALL TOP PLATE SPLICES a BY: DATE: JOB NO: _ � g PAGE J 2 OF Norther Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALL Q ALLOWABLE LOAD/FOOT 208 304 392 512 608 184 940 1,2 ,8 PLYWOOD 3/8" 3/8" 3/811- 3/8" 3/8"CDX 3/8"CDX 3/8"CDX CDX CDX CDX CDX 2 SIDES 2 SIDES 2 SIDES EDGE NAILING' 8d 0 6" ad 9D 4" 8d te 3" 3 8d 0 2u3 8d 0 4" 3 8d 0 3" 3 IOd is 31,3 FIELD NAILING `� 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" IOd 0 12" FOUNDATION SILL 5 PLATE THICKNESS 2X' 2X 2X 2X 3X 3X 3X CLIP,BLOCK6 L550 L550 L590 L590 L590 L590 L590 TO PLATE 0 24" (a 16" 0 20" 0 14" 0 12" 01011 go 8" - 5/8,10 5/8,10 5/81-0 5/8,10 5/8,10 5/81-.0 5/8110 ANCHOR BOLT 48" oz. 34" oz. 16" oz. 12" oz. 26" oz. 20" oz. 18" oz. SPACING 0 1/2"10 1/2" 0 -1/2n 1/2" it 1/2" 0 1/2" 0 1/2" 0 34" oz. 24" oz. II" oz. 8" oz. 18" oz.. 14" oz. II" oz. RETROFIT ANCHOR 9 RFB#5xI0 RFB#5x10 12FB05xIO RFB#5x10 RFB#5xI0 RFB#5x10 RFB#5x10 BOLT SPACING 48" oz. 42" oz. 16". oz. 12" c 26" o c. 20" o.c. 18" oz. NOTES: I. OVER DOUGLAS FIR STUDS is 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED. 4. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT PERMITTED. 5. PRESSURE TREATED HEM FIR SILLS REQUIRED, 6. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 1. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 8. 05B WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. 0513 SHALL BE RATED FOR EXTERIOR USE. 9. FOR ANCHOR BOLTS REQ'D 1N RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1. By: MEM NOrthStar Date: 12/10/02 Job No. 7968 ENGINEERING Page 13 of BEAM AT GARAGE DOOR - BM1 MAXIMUM TRIBUTARY WIDTH (Wtrib) _ MAXIMUM SPAN LENGTH (Lspan) _ UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w 16.5 FT 18.5 FT 231 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 264 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 5 1/8 X13 1/2" 24F -V4 GLU-LAM BEAM AT COVERED PORCH - BM2 THRU BM6 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 7 FT MAXIMUM SPAN LENGTH (Lspan)'= 20 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 98 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 112 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 51/8"X131/2" 24F-V*GLU-LAM l/ BEAM -AT KITCHEN - BM7 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 25 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 51 /8"X 191 /2"24 F -V4} G L U -LA M w Lspan w Lspan N u By: MEM NorthS#ar 20 DECLARATION DRIVE Date: 12/10/02 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7968 530-893-1600 Page 14 of FAX 530-893-2113 BEAM AT LIVING ROOM, ENTRY, & FAMILY ROOMS - BM8 BM9 & BM10 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 16 FT UNIFORM DEAD LOAD (wDL) = DL Wtrib = 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X13 1/2" 24F -V4 GLU-LAM BEAM SUPPORTING ENTRY BEAM - BM1P MAXIMUM SPAN LENGTH (Lspan) = 4.5 FT CONCENTRATED LOAD (P) = (wDL + wLL) * Lspan8 / 2 = 3000 LBS WHERE wDL = 175 PLF Lspan8 = 16 FT wLL = 200 PLF DESIGN ANALYSIS: .(SEE COMPUTER.SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X13 1/2" 24F -V4 GLU-LAM BEAM AT DINING ROOM - BM12 w Lspan (, P Lspan w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 9 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X12 DOUGLAS FIR LARCH -#17 By: MEM NorthStar Date:02 ENGINEERING Job No.. 796 7968 Page 16 of BEAM AT LIVING ROOM WINDOWS - BM13 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 11.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6X12 DOUGLAS FIR LARCH#1 TYPICAL UNSUPPORTED VALLEY BEAM - BM14 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 8 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS:. (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 1 3/4"X14" VERSA -LAM ti BEAM AT DINING ROOM CABINETS - BM15 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 11 FT MAXIMUM SPAN LENGTH (Lspan) = 12 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = i 154 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 176 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"X12" 24F-V4,GL LAU M 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w I, Lspan w Lspan w Lspan NorthStar Engineering 20 Declaration Drive 530-893-1600 Page (o Rev: 510001 Description BEAMS1 Timber Member Information Title : Job # 7968 Dsgnr: MEM Date: Description : Scope : Timber Beam & Joist Mmax @ Center in -k BMl BM2 - BM6 BM7 48, BM9, BM10 BMll BM12 SM13 Timber Section @ Left End DL 5.125x13.5 5.125x13.5 5.125x19.5 3.125x13.5 3.125x13.5 4x12 6x12 Beam Width in 5.125 5.125 5.125 3.125 3.125 3.500 5.500 Beam Depth in 13.500 13.500 19.500 13.500 13.500 11.250 11.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Timber Grade Bending OK ouglas Fir, 24F - V ouglas Fir, 24F - ]Douglas Fir, 24F - wouglas Fir, 24F - \Douglas Fir, 24F - VDouglas Fir - Larch, Douglas Fir - Larch, Fb - Basic Allow psi 2,400.0��^^��, 2,400.0 2,400.0 2,400.0 2,400.0 1,000.0 1,350.0 Fv -Basic Allow psi 165.0 CJ 165.0 165.0 165.0 165.0 95.0 85.0 Elastic Modulus ksi 1,800.0 1,800.0 1,800.0 1,800.0 1,800.0 1,700.0 1,600.0 Load Duration Factor Shear OK 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Glul-am Glul-am Glul-am Glul-am Glul-am Sawn Sawn Repetitive Status No No No No No No No Center Span Data Span ft 18.50 20.00 25.00 16.00 4.50 9.00 11.50 Dead Load #/ft 231.00 98.00 175.00 175.00 175.00 175.00 Live Load #/ft 264.00 112.00 200.00 200.00 200.00 200.00 Point #1 DL lbs 3,000.00 LL lbs @ X ft 1.250 Results Ratio = 0.6802 0.3396 0.4818 0.6321 0.4669 0.5610 0.5053 Mmax @ Center in -k 254.12 126.00 351.56 144.00 32.40 45.56 74.39 @ Left End DL @ X = ft 9.25 10.00 12.50 8.00 1.26 4.50 5.75 fb : Actual psil 1,632.4 809.4 1,082.4 1,517.0 341.3 617.1 613.6 Fb : Allowable psi 2,400.0 2,383.5 2,246.7 2,400.0 2,400.0 1,100.0 1,350.0 980.00 2,187.50 1,400.00 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 87.4 40.4 61.4 92.2 77.0 50.9 43.0 Fv : Allowable psi 165.0 165.0 165.0 165.0 165.0 95.0 85.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions -0.322 -0.187 -0.270 -0.224 -0.006 -0.037 -0.062 L/Defl Ratio @ Left End DL lbs 2,136.75 980.00 2,187.50 1,400.00 2,166.67 787.50 1,006.25 LL lbs 2,442.00 1,120.00 2,500.00 1,600.00 0.00 900.00 1,150.00 Max. DL+LL lbs 4,578.75 2,100.00 4,687.50 3,000.00 2,166.67 1,687.50 2,156.25 @ Right End DL lbs 2,136.75 980.00 2,187.50 1,400.00 833.33 787.50 1,006.25 LL lbs 2,442.00 1,120.00 2,500.00 1,600.00 0.00 900.00 1,150.00 Max. DL+LL lbs 4,578.75 2,100.00 4,687.50 3,000.00 833.33 1,687.50 2,156.25 Deflections Center DL Defl in -0.322 -0.187 -0.270 -0.224 -0.006 -0.037 -0.062 L/Defl Ratio 689.7 1,286.7 1,111.8 858.1 8,345.8 2,951.5 2,235.0 Center LL Defl in -0.368 -0.213 -0.308 -0.256 0.000 -0.042 -0.071 L/Defl Ratio 603.5 1,125.9 972.9 750.9 0.0 2,582.5 1,955.6 Center Total Defl in -0.690 -0.400 -0.578 -0.479 -0.006 -0.078 -0.132 Location ft 9.250 10.000 12.500 8.000 1.998 4.500 5.750 L/Defl Ratio 321.9 600.5 518.9 400.5 8,345.8 1,377.4 1,043.0 NorthStar Engineering • 20 Declaration Drive 530-893-1600 Page 7 Rev: 510001 Description BEAMS2 j Timber Member Information Title : Job #7968 Dsgnr: MEM Date: Description : Scope : Timber 13eam'& Joist Reactions -0.189 BM14 Timber Section Mmax @ Center LVL:1.750x Beam Width in 1.750 Beam Depth in 14.000 Le: Unbraced Length It 0.00 Timber Grade : Allowable se Cascade, Versa Fb - Basic Allow psi 2,800.0 Fv - Basic Allow psi 285.0 Elastic Modulus ksi 2,000.0 Load Duration Factor : Allowable 1.000 Member Type Glul-am Repetitive Status 1 Shear OK No Center Span Data Span ft I 14.00 Dead Load #/ft 175.00 Live Load #/ft 200.00 Results Ratio = 0.6888 Reactions -0.189 L/Defl Ratio @ Left End DL Mmax @ Center in -k 110.25 lbs @ X = ft 7.00 fb:Actual @ Right End DL psil 1,928.6 Fb : Allowable psi 2,800.0 lbs 2,625.00 Deflections Bending OK fv : Actual psi 135.0 Fv : Allowable psi 285.0 1 Shear OK Reactions -0.189 L/Defl Ratio @ Left End DL lbs 1,225.00 LL lbs 1,400.00 Max. DL+LL lbs 2,625.00 @ Right End DL lbs 1,225.00 LL lbs 1,400.00 Max. DL+LL lbs 2,625.00 Deflections Center DL Defl in -0.189 L/Defl Ratio 888.9 Center LL Defl in -0.216 L/Defl Ratio 777.8 Center Total Defl in -0.405 Location ft 7.000 L/Defl Ratio 414.8 By: MEM iV01'ti1StC1r Date: 12/10/02 ENGINEERING Job No. 7968 Page of , TYPICAL FOOTING MAXIMUM REACTION (P) = 4.7 K CHECK SOIL BEARING (q) = P / (W * L) = 1.18 K < WHERE WIDTH OF FOOTING (W) = 2 FT LENGTH OF FOOTING (L) = 2 FT USE: 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 1.2 K OK' 2 FT WIDE 2 FT LONG 1 FT THICK W/ 4- #4 REBAR EACH WAY TOP & BOTTOM FOOTING AT INTERSECTION OF BM7 & BM8 MAXIMUM REACTION (P) = 7.7 K CHECK SOIL BEARING (q) = P / (W * L) = 0.63 K < WHERE WIDTH OF FOOTING (W) _ .3.5 FT LENGTH OF FOOTING (L) = 3.5 FT USE: - 1.2 K OK 3.5 FT WIDE 3.5 FT LONG 1 FT THICK W/ 6- #4 REBAR EACH WAY TOP & BOTTOM By: MEM NorthStar Date:.79602 ENGINEERING Job No. 7968 Page 1.5 of , BEAM AT LIVING ROOM WINDOWS - BM13 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 11.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = .200 PLF WHERE DL = 14 PSF LL= 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6X12 DOUGLAS FIR LARCH #1 TYPICAL UNSUPPORTED VALLEY BEAM - BM14 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT MAXIMUM SPAN LENGTH (Lspan) = 8 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = . 175 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 1 3/4"X14" VERSA -LAM 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan w Lspan NorthStar ENGINEERING Civil Engineers • Surveyors March 18, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 RE: Permit for Ebright Residence Building Permit Number: 02-3478 NorthStar Job Number: 7968 Dear Mr. Hunt, I have reviewed the soils report for the Ishi Valley Estates where the Ebright residence is located. The report was prepared by LRA Engineering (job no. 93089G) and dated May 18, 1993. We have extended the footings 18" into undisturbed soil and placed rebar in the slab to account for the moderately expansive soil. These changes are noted on the foundation plan and detail sheet S-2. This concludes my response at this time. If you have any questions, please contact me at 893-1600 ext. 210. Sincerely, I�U Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 SITE PLAN REVIEW APPLICATION ate: - m -'L3- oq— AN D Ll - L'�LI � D — a Permit Number (if applicable) C) 2' 3 9 7 APPLICANT INFORMATION Parcel Size: 8 7 A L Owners Name: Owners Address: L1212 1'-U Li YA N j D7 Z _ C, 4 1 C p G A G) 59 7 � Telephone No.: Situs Address: S i, Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other IN Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved. By Lf Date 12- So, e2. Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S Q' I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Cocje Streets & Highways Fire Prevention Subdivision Map Front Side SO 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 Applicable Development Fees: Standard Fees Amount ❑ Fire ® School* ❑ Parks/Recreation ❑ Roads S Sheriff ❑ Drainage ® NCSP/CSA 87 25C ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ---------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement . ❑ North Oroville Area ❑ Other (per map) Formula * 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 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements, Page 3 of 5 Subdivision Map/Parcel Map: 1 SH I V A Ut-si &S 1 A -'r s<- Map Date of Recording: 9 9 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: I SD -Page: 8 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions a Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ® Engineered foundations are required. (LRA J o S N0 . '3S Ck 89G� ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ Page 4 of 5 �• ❑ lel a 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 kv o �%3 T;r o o RESIDENTIAL PLAN O REVIEW GUIDE c `,::.w o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner. Building Permit Number: Plans Examiner: L.110ci 5'. A. P. Number: GESE R-kL: il! Zoning requirements - (number of permitted living units). �_Plaps signed by the designer. / Eroper description of work on the application. xisting violations on the property. !W� Recorded notice of violation. 6 -- Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. ice" 2 Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Giading, fills andlor drainage. 5. Flood hazard. V &es ❑ 6 Special condide on cel Map:D�t-atn75age Noise CJ" SRS Fire Sprinklers C3 Water Tender C3Traffi and Federal :did Rou an&or Federal Aid Secondary Route setback requirement 3" Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shallbe 20". When %%undo%% s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). ,. Skylights (Uniform Building -Code section 2409& 2603.7). j/ Glaring in Hazardous locations (Uniform Building Code section 2406). s6," Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest eroiection from the ailing (Uniform Building Code section 310.6.1 s7' All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in v dimension (Uniform Building Code section 310.6.2 & 310.6.3). _,any in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening bp a bath or bedroom (Uniform Plumbing Code section 309.0). '110�uel bunting equipment shall not bensta installed in a closet, bathroom or a room readily suable as a bedroom. or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sxdon 304.3). Garage firewall separation - required on garage side including supporting walls and posts (Unifi m Bowl,g Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Buildin; Code section 312.4). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 00- ater closet clearances (Uniform Plumbing Codc 408.5). Sbmtr compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concj ete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. 2.. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building include the designer's "wet" stamp, signature. that do not comply With the Uniform Building Code. This must registration number and apiradon date on all sheets of plans depicting the designed elements and cover sheet of calculations. 3. Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18-1-C�. 4. Foundation plans complete enough to construct building 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. ..S' Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud height. �f�ih.gbansive soil - special foundation design required.g walls requiring design.,1& Gpsum wallboard nailing inspection required. "JA►If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no more than one foot above grade. Alternatively. certification may be prok•ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior was. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. .A�P.'Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be. designed and/or located so as to prevent water from entering or accumulating With the components during conditions of flooding. MISCELLANEOUS ITEMS: -,L—Stairway details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). • Gttardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). ..4! Exterior plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). ;;(r-. Foam insulation - protection. �Y 36" halls and stairways (Uniform Building Code section 1004.3.3.2). --8:' Two exit on three - story dwellings (Uniform Building Code section 1004.2.3.2). ---9' Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. -WEnergy design compliance and supporting documentation. CDF responsible area requirements. BG PERMIT REQUIREENTS: 1. SRM A. 2. ❑ Flood elevation certificate. 3. ❑ Fire SpHrd-jers required 4. ❑ Special Inspection requiremen s. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pzee --')f r , E.H. USE ONLY Flat Rea Attached Floor Ran Anache Seem to B.D. Q—tcJ�Yv.,r% TO: _ .Buillding Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ownef Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for 36.)dwelling. Other tc',/e�e�c al for: --2 cx li�r�r1`— �arance O.K. for: Environment He Ith Specialist date 8/96 VerticalTechnology XyAA� r Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 eC Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Evergreen Development — Scott Jackson Project: Ebright Residence Location: 4212 Tuliyani Dr, Chico, CA 95973 i� f78 .l r.0. G Attention: This engineer ' is not responsible for o sit inspection to assure compliance with the standards, sizes, materials, or workmanship specifi h rein. This engineer is not responsible for any structural element or system not specifically noted ' this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 7/31/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. z VERTECH ENGINEERING PROJECT: 7/31 /03 S. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: 'A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) _ GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. �. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 7/31/03 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BEA MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B 1 PROJECT ^^ ENGINEER --- DESIGN OF G coo VERTECH ENGINEERING I o ooJ s PAGE DATE 4 zo vy�16C.0 .S l(o psc why P• �I�, g- ► 2 SC��S:i G Mass r o 222 V. Q CDpsii� ---d eJ-402 1b + 1 165c 4 z, 5521 b LL 20 Fs --� O � S �s -Rc�o( OL l sips -F Moor. LL PAGE DATE 4 zo vy�16C.0 .S l(o psc why P• �I�, g- ► 2 SC��S:i G Mass r o 222 V. Q CDpsii� ---d eJ-402 1b + 1 165c 4 z, 5521 b PROJECT VERTECH ENGINEERING ENGINEER A DESIGN OF I_ c�-li c -c L i tin LCL"/ C)u�"' M-2 PAGE DATE 4 (:) a y 4 r 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Comments: Wind Speed: 75 mph Exposure: B Q One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Date: 7/31/2003 Importance: 1 Elevation Elevation Elevation 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -- -11.6 -12.5 Windward Roof Slo -e <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 �� -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High. 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 vartlally Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5- Roof 3 5Roof Elements - Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12- _ -15.2 -17.7 2:12 to 7:12 - -14.3 7.2 - _-16.5 W-15.5 7.8 -16.7 8.3 _ >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners 1 -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <212 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 __ -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: STORY HT Date: Comments: VEQ = (Cv*I*W)/(R*T) Units: Zone = 3 T = 0.129 Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn 12_ (HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS TA = Ct(hn)°" STORY HT Max TB = 1.4*TA 11.9 VEQ = (Cv*I*W)/(R*T) 2.9 11.9 t Ft = 0.07*T*V (If T<.7, Ft=O) T = 0.129 0.129 EQ: Cvl/RT = 0.7614 0.7611 V/W: VEQ = 55.2 55 V: Ft = 0.00 12 7/31/2003 Kips & Feet (UNO) LEVEL STORY HT 17Ca*I 2.5*Ca`I/R 11.9 0.0396 0.1636 2.9 11.9 7/31/2003 Kips & Feet (UNO) LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 12 12 72.552 871 11.9 12 143 13 10th 0 0 0 0 0.0 12 143 0 9th 0 0 0 0 0.0 12 143 0 8th 0 0 0 0 0.0 12 143 0 7th 0 0 0 0 0.0 12 143 0 6th 0 0 0 0 0.0 12 143 0 5th 0 0 0 0 0.0 12 143 0 4th 0 0 0 0 0.0 12 1 143 0 3rd 0 0 0 0 0.0 12 143 0 2nd 0 0 0 0 0.0 12 143 0 1 st 0 0 0 0 0.0 12 143 0 tL.00z I istl PROJECT VERTECH ENGINEERING PAGE ENGINEER /'\T DATE O - DESIGN OF Lc,4cf G Loa . PS P Ps s16��—�- 2��� P 3 — c ► 2 l/ ► PS �7 5ei5��L� A -- ..2 4 2 5O I b 2)( I -- 42 501 b 220 2 1 I 3001b) 224 1-1b 2 PROJECT VERTECH ENGINEERING ENGINEER A DESIGN OF LaACx-oI PAGE DATE Q- La I c.�. I a -�-� o �n e " 2-0 Ae) = 3220.-F-�2 C)oo �3Coi 3220 4- IT-� l'o �01 (o�nl Ir w -40C) Q) 12.J V -)l 07 1c./ p, ' Lc)o.J -TnLU) CA-" vv(A (10 A, 42�50 2 403 4250 2 5q4 2244 2 z '1(000) -2GOCD Q- La I c.�. I a -�-� o �n e " 2-0 Ae) = 3220.-F-�2 C)oo �3Coi 3220 4- IT-� l'o �01 (o�nl Ir w -40C) Q) 12.J V -)l 07 1c./ p, ' Shear Wall Design Program 3X Sill 3.17 3.73 VerTech Engineering 2.56 0.84 1.98 NG Project: NG 1.28 NG 0.99 Date: 7/31/03 Location: Units (UNO): lbs, in Panel Thickness 3/8 Panel Orientation Short Dimension Across Studs TV Nail Type 8d - Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill, 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1' 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 10 VerTech Engineering Project: Engineer: Design of: Shear Walls Framina Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallIObsi ift—I ifti Lft-I fltn J in A 4250 14.75 14.75 14.75 288 1 4" B 4250 14 14 14 304 4" 1 2574 13.5 13.5 13.5 191 6" 2 3656 14 14 14 261 4" 3 _ 2600 21.5 21.5 21.5 121 6" VerTech Engineering Project: Page: Engineer: AT Date: � O� Design of: Shear Walls Stability Overturning Overall Resistive Gravity . OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -1h) (ft -IM (IM A 7 7 300 9 18152.5 7350 1648 B 8 8 300 9 22540.2 10209.38 1618 1 14 14 200 9 23166 18225 812 2 14 14 150 9 32904 14700 1405 3 22 22 200 9 23400 46225 -847 i2� z Design of : Shear Walls Stabilit Segment Segment OT Righting Net Length . Height MMT MMT M/D Wall (ft) (ft) (ft -1h) !ft-Ihl 11M A 3.5 9 9076 1838 2121 B 2.75 9 7513 1134 2361 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 i 13 PROJECT VERTECH ENGINEERING ENGINEER AT DESIGN OF LcAcA ---o � ( Jcogs ) 1("Cj Ic acl-= � 5wb i oaci /tcnq PI C I I-) -V--o bo 2�- F 4- - -4 p l -r 213 16 PAGE 14 DATE -4 Lo PROJECT © "� ENGINEER DESIGN OF G rcly + M VERTECH ENGINEERING LG"-,ICDU+ e% 1 PAGE DATE . LJ 'ROJECT VERTECH ENGINEERING NGINEER �� PAGE - I DATE 7 DESIGN OF Gra,,/ i bcorn S C arCtqcj Door r 1� = 1( Tri b = 5 coo M = 542 2- x ID) /.I- x . -- Por 6-) G ► d c,r L = t 3'/z ter-,' SA -04 - 4 -16. _ z L -- 1 1 r b- 5/2 f-004 16 to Co x Co O 1= t-' 1 84 1 � - P r 6n G i( G -c/(,L= �- -Tr i b= 5 v2 ru0 F ►.143 -F+ -Ib V = 20) x IQ Co 1L ;r�2 PROJECT VERTECH ENGINEERING PAGE '7I' ENGINEER Al"DATE T �! DESIGN OF Gram i rn S 3063 16 ��. = ►off x �o ►b- ►r,2 b(p - -Tp i Cal y -T r i b -16 V 5 I. b Beam Sizer Design Program VerTech Engineering Project: Date: 7/31/2003 Location: B1 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 16 psf 4 1 Microlam Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2585 psi Length of Beam 16 ft Fv' 285 psi Width tributary to beam: 5 ft Unbraced Length 2 ft Height Required 8.3 in CID ; 1.00 CF 1.00 A Req'd 7 in^2 CM 1.00 Cv 1.00 S Req'd 25 in^3 Ct 1.00 Cfu 1.00 1 Req'd 164 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 24963 le= 4.1 RB= 5.8 Fb*= 2600 Total Uniform Load 169 plf Mmax 5422 ft -Ib Vmax 1356 lb, ❑ Shear at d from face? EI Req'd 312 *10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 a O Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531' 12 0.56 559 16902 23048 29194 35340 13 0.50 .498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 �16 0.40 396 11984 16342 20700 25057 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199• 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 e,• VerTech Engineering Project: Engineer: 6ZI n of: Floor Fram Floor Loads DL= 15 psf LL= 40 psf Page: Date: Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 LINO. 21 2P VerTech Engineering Project: Engineer: AT Bsign of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Page: Date: Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 osf Total Load = 36 psf Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 4X12 DF#1, use (2) trimmers min. at all openings larger than 4'-0". 2;3 Project: Engineer: A:T_ n of: Foundations VerTech Engineering l (Soil Bearing: • 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: =0-5 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. PROJECT: LOCATION: t r ENGINEERING Civil Engineers - Planners - Surveyors fZ 5V. STRUCTURAL CALCULATIONSp�V ILI Custom Residence for Dave Ebright ('70 n\0 Chico, California OWNER: Dave Ebright JOB NUMBER: 7968 DATE: July 11, 2003 CODES: California Building Code, 2001 Edition CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 tib` _z/ 1�— Wind Speed: 75 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1200 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink: GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of —7 iii��' ■■■MEN ■■■ I��E■ m� iiw------i„I- -R'MINEW ■\\F■ It■ IEEE MEMO ■■■■■■■ ■■M■M■■ ■■■■■■■ ■■■■■E■ BY: ; DATE: JOB NO: PAGE 3 OF -7111105 i i i M �1 t tA I _ m E NorthStar r Civ? Engineers • Planners • Surveyors 0 II® ®I ME >S L 110 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 PuG To Triu Ss e�S If J -C, A BY: _j r1 f2 - DATE: JOB NO: '] (p PAGE 4 OF 131 e_�A I—I DEsI G��l NorthStar Civil Engineers • Planners • Surveyors T�U�S 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 sWFFoIZT`�' C� I`1 13 5= Z-/ y� s x 12 24r --v4- ,1 I(oP'C25 US tE,7 2 2¢ P - V4, BY: �- NorthStar - DATE• 111 20 DECLARATION DRIVE � CHICO, CALIFORNIA 95973 JOB NO: 7"1 & m 530-893-1600 PAGE OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 S I CI� 1,F3,F41F`51F� Fns 5 -al ►�� 24" �2 4 -* ��I �� 3 " X 3 �X 12�� . �1 . 0 BY: JMR NORTHSTAR ENGINEERING 7/11/2003 20 DECLARATION DRIVE JOB NO: 7968 CHICO, CA 95973 PG. OF (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER 2001 CBC DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 7.25 IN AREA = 39.9 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 9 FT L / DEPTH = 19.64 OKAY I/d <50 Fc = 925 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) (= 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* - 925 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' _ 1.6. E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 1244.4 FcE = KcE*E' / ( (Ud)(Ud) ) F'c = 723.8 PSI F'c = Fc*( (1 + FcE / Fc*) / 2e - SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c) ((1 + FcE / Fc*) / 2c') - (FcE / Fc*) / c') ) LOADING CONDITIONS: AXIAL LOAD = 13100 LBS fc P / A = 328 PSI F'c = 723.8 PSI OKAY F'c > fc USE 6 X 8 D.F. #1 POST CHECK CRUSHING PERPENDICULAR TO GRAIN. ACTUAL D.F. PLATES Fc PERPENDICULAR = 625 psi 328 OKAY HEM FIR PLATES Fc PERPENDICULAR = 405 psi 328 OKAY p - 0 F NorthStar ENGINEERING Civil Engineers • Surveyors N NorthStar Engineering Job No.: 7968 I have reviewed the truss submittal for the. Ebright residence located in Chico. The truss design was prepared by Longfellow Lumber Company of Chico. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 ,N NOTES t j �j Y �c .f i� I RESIDEAfikL PERMIT NO. 047-440-045 04-0191 EBRIGHT, DAVID 4212 •TULIYANI DR, CHICO I NEW SINGLE FAMILY SPECIAL CONDITIONS _ SRA _ FLOOD CERTIFICATE REQ. _:FIRE SPRINKLERS REQ. -SPECIAL INSPECTION ITEMS = VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED' BY ut-HUt GUYY ~Address GAS L—b-3 , Meter By Dal r ELECTRIC I (, Meter Byvi? Date V , Et r JOB FINALED (Date) Signature J=o& ' 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/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./ P LPG 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. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6.. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. 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 Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors - 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -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-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDEKFLOOR (Plans) OK except #'s Zo ' g -Setbacks -Easement -Flo d -Slope Main; Soils-Elec. Y /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. rnd.-/ /" Ftg. Depth 4. F!2., Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped Downs and Oe'UW.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, 7., , arkard B-1 OC t , Date Card B-1 DateCard B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s 1 Water Htr.; Vent -Access -Combustion Air Baffle a r Pi e; Test & Anchor -Nail Protection 1 V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access '54 TXst Tub & Shower. Second Floor -Tub Access 921 Gas Pipe; Sixe & Anchors 23- Fire Sprinkler; Test Date'7)'7-jj Card B-1 / Date Card B-1 DatCard B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s " . Yxture & Transformer Clearance -Ins. Protection 2 . .Vec. Receptacles Spacing -Lights & Switches at Doors 2e Boxes & No. of Conductors Stapled 2 mex Installed Close to Edge of Studs & C.J. 3eftlquip. Ground made up w/Mech Fasteners -Bond Gas & Water Nr 2 Appliance Circuits in Kitchen & Conductor Size GFI 36-S bfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al - ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No -32. Service -Riser Conductors & Ground Main Disconnect 32!5fAuip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3__. C. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Anl Attic Access & P tform if Furnace in Attic Date. �Q Card B-1 - Date Card B-1 Date: ` Card B-1 Date Card B-1 Date • - FRAMING (Permit) OK except #'s 4 Sills Proper Materials & Anchors 42/)Walls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers ubs 6 Headers & Beams -Size & Bearing' Date FRA tNG (Continued) n ers-Post Ca s-Anchors-Connec ling. Joist-Rftr. Ties-Purlin-Roll Bra . T -Shting.-Rtng. fireplace Ties or Type A Flue -Fireplace TFRoat Clearance 50'pic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. &Dirnensions -7.7A,-417 k arage Fire Protection Framing -R anne V.) Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits � t Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57.Wing-Nailing Veneer 5 . 5 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 60. Sh r Walls; Nailing -Bolts 61. Xace Interior/Exterior Wall Panels . Insulation -Walls -Ceilings - - 63. Infiltration -Walls -Windows Date .2 , �� Card B-1 , Date Card B-1 Dae �' Card B-1 Date Card B-1 Date FINA 1 s) OK except #'s E ,KSteps-Door & Sidelight Protection -Landings e Detector Furna Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection froom Exiting G. . & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels Stairs Rails 7 ace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. Zr K' ixt. & AoDliance: Ground-Air-GaD-Cookina Clearance 7.4!EI tlets & Receptacles at Kit. Counter 7 geBre Door; Swing -Landing -Closure in in Garage; Above Floor-Mech. Protection 78. PI rec. & Mech. Equip. Listed for Location 7 , lec eptacles in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Fjoor O Yes - aa--Fol-lowing Ins :/Drive O No/Walk es O No/Planters es O No ,G• r 1 84. Stu Finish - C. Unit Disconnect, Electrical -Plumbing a&. -'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. ater Well, Disconnect, Electrical, Plumbing xter' r Elec. Trim, G.F.I. Receptacle -Underground ernjilation Throughout House 0Corr tions from Previous Inspections 92-tas Test -Meters Tagged, Gas -Electric 93. W Sewer Connected C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 96. Fire Sprink Dat pZ=,-D. and B-1 Date Card B-1 Dat (L Card B-1 Date Card B-1 Date ' Card B-1 Date Card B-1 Comments at Final: .-ti-sTi..rr�,-:.-�.-.+-.,,�-a`i,.)ti,y._;,.�,yo, • „_,, �.+.r—...-•.r-�'.•e.-..wv.+�;d...,•....:,.a1F."f..Z;�,. ' :COUNTY OF BUTTE .. ........... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L✓1/lAfi,� k�c�.l�lgl 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 completed..If you have any questions pertaining to this matter, or need additional explanation, please coy,'tact this office immediately. u,L Date Inspector ' REV 10/92 `�` -'e-.--io..-a.r�.o..r7--. _ - --..-.,c«-------"'-.►.s►+-4t+-11..—yr-,;, COUNTY OF BUTTE BUILDING DIVISIOW .. ......... DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i CORRECTION NOTICE E. '� ��T— `f c)/ 9/ 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 completed. If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. r-7,.vkz, 7;.?l-,-11 y �%G Lr ,) 11)/5,719�6� t ,..y :1G L i; Date Inspector.` REV 10/92 _ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 • 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE '47 - OWNEl+ U PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the boaddress and should be corrected. Please notice this office when correction of work is co. 'ted v? a . If you have any questions pertaining to this iiiatter, or need additional explanation, e piejse_contact this office immediately. v -N PtA I Date pector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER' 0 V 61 PERMITNO. A routine inspection indicates that the following v olalions of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 4 ll. V f Inspector REV 10/92 COUNTY OF BUTTE M BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE c 1-40 1 1 -OWNER .i PERMIT NO. A routine inspection indicates that the following v olations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is complet I( you have any questions pertaining to this matter, or need additional explanation, pleas on tact this office immediately. D V �Z ✓�� tom. o c o i ✓t v , G zi V GtlJ21 I 11,�J 'r r' "'C- n-�,rA o , -�� �, -2j- , o, -- I v -f--� I Date & , -3, b Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - 4( --6WNER �j PERMIT NO. 's. ' 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 completed. If you have any questions pertaining to this matter, or need additional explanation; please contact this office immediately. Date Z Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 t IP - CORRECTION NOTICE OWNER PERMIT NO. `k A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected: jPi.ease notice this office when correction of work is completed. If you have any questions pertaining to this.matler, or need additional explanation, please contact this office immediately.._ ' ji 9 REV 10192 Installation Certificate: Residential CF -613 Use of this form to satisfy the requirements of the Administrative Code Is optlonal, but the information must be provided and posted. X/212 Tt, t YA,v Site Address Permit umber An Installation certificate Is required to be posted at the building site prior to the Issuance of the occupancy permit. This form may be used to most these requirements, All appliance cafegorles listed below are the actual equipment installed. Note that the effk:lency and type of the appliance installed must be equivalent or better than the appliance spedfled on the Certificate of Compliano(toy (CF-IR). This certificate (or its equivalent) shall.be prepared and signed by the person(s) assuming overall responsibility appliance Installation. I, the undersigned, verify that the equipment listed in the f hoabove my signature la the actual equipment Installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, the equipment Is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted tothat demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment Is listed under Water Heating Systems. Heating Equip. CEO Certified Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make & Efficiency Type and Piping Before Over- Equipment heat -pump, etc.) Model Number (AFUE etc.) Location R -Value Sizing (Btu h) Capacity (Btuh) C A'S 'G o- I A u -r A FHRNAce -311?AQ y ?71C N.Z a 8040 CEC Certified Cooling Equip. Compressor Unit Actual Distribution Duct or Type (air cond. Manuf. Make & Efficiency Type and Piping heat pump, etc.) Model Number (SEER) Location R -Vale 5 PSI T 0ZY ANT — 4Tnc y. z • _ Arlt ce�Q �,n7x0 SIf$ p The building design heat loss and design heat gain rate have boon determined using a method specified in Section 150(h) of the Ener fficie cy Stan d ,�4a'��Z the criteria used for equipment sizing and selection. i:- AQT E47 -Q d— R /� Signa a Date HVAC Subonvactor (Co. Name) or General Contractor or Owner WATER HEATING SYSTEMS Water Heating CEC Certified RatedEnergyt External System Type Manuf. Make & rank Factor or Tank storage y e, etc.) Model Number Input (kW Capacity Recovery Standby' Insulation or Btuh) Gallons) Efflclency Loss (a/a) R -Value I. For amall gas storage (rated Input s 75,000 Btu/hr), electric feel* isnce and heat pump water ors, list Energy Factor. For large gas storage water heaters (rated Input >75,0oo Btulhr), list Rated Input, Recovery Efficiency and For Instantaneous gas water heaters, list Rated Input and Recovery Efficlency. Standby Loss. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads Installed are listed in the Commission's Directory of Certified Faucets and Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. Signature Date Plumbing Subcontractor (Co. Name) or General Contractor or Owner Ravlsad January 1992 INSULATION CERTIFICATE ............................................................ .... . ...... ................................. Se a Co strucho Contractor/Owner Name County DESCRIPTION OF INSTALLATION Subdivision Name 1. ROOF Thickness(inches): ........................................................ 2. CEILING Job Number: ......... ....... ................................................................ 4212: Tuli ani x. . . ..... ................ ............. ....... .................................................. Job Address (street, city, state) Lot Number Brand Name: Thermal Resistance ....................... 1- ............................ Batt or Blanket Type: Brand Name: :::;:16 b .... 9": ... M" ii AftiVIK'n""k dt':: Thickness ................................................... Thermal Resistance ....................................... Inose Fill Type: Brand Name: Minimum Installed Weightlft::::::::,5W Ib Minimum Thickness: ...................... inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 38:4 4 4 4 4 4 4 3. EXTERIOR WALL Frame A. Cavity Insulation Thickness ...................... B. Exterior Foam Sheathing ... ... ......... ........................................ Material: Thickness in h .............................. 4. RAISED FLOOR ....... ........ Material:.::::::....' .............. 136 ... e ........ass.... ..................... .................... Thickness (inches): ..................... 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth 6. FOUNDATION WALL ............................................................... ............ Thickness (inches): ............ ................................ ........ I .... I ......................................... Brand Name: Ji -h .... M .... ffle/-Kria' U Thermal Resistance ........... . . .... . .... ........................ ....................................................... Brand Name::':!!: Jdhhi:� M' lle/--KWWf::!: ................. Thermal Resistance ....................................................... ii '... .......­...*.... * Brand NameI h:Minviftd WMff .............. .......... Thermal Resistance ......... .......................................... Brand Name: ................... . . . .................. Thermal Resistance Brand Name: .................................................. Thermal Resistance ......................................... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance,#vhere applipb 7:4:&4::::::;: . . . .......... .... .... ....... . . .. ..... ... . .. ......................................... Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner FA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive-,Oroville, California 95965 • Telephone (530) 538-754 , PE MIT NO. (Rev. 12/96) APPLICATION ANDPERMIT �� 1 ASSESSOR PARCEL NUMBER 0, n lJ`f' 1 * ^,t 6 (J�t ZS BUILDING PERMIT OWNER ( �/' V 1iLOWNERS TE HON WQ.FO C. BUILDING VALUATION MAILING ESSo I ^ ^�1 ,��I/I/LA CONTRACTOR'S NAME TELEPHONE B CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ alo ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ BUILDING ADDRESS n I • i 49-1 ,` Energy Plan Checking Fee $ 23. 00 $ PERMIT FEE _ I� D j' LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap S 7.00 to 104T Solar or heat pump water heater 23.00 Water piping 15.00 — Each as water heater or vent 15.00 TYPE OF WORK New)( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 ;^moi-�' `. ���,� --6 �-�=' Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S (p . �C> ELECTRICAL PERMIT Filing Fee 20.00 Main Service E00V OR LESS zo.A 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license w�or the following reason: 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 F00I, as owner of the property, or my employees with wages as their sole compensation, to construc$ the project. I 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. ❑ I 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 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 6 ACC. BLDS. SO 3.5,s,.- .5,s,. NEW NIO" N-pESID. MULTI -OUTLET 97.50 POWER APPARAT� 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FD(TURES B20 Q 1.00 Ex. Occu o xi EEDrs'RM.)O.Rn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S �%ILL MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation S J PERMIT FEE $ Uzi 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.) Q I 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 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f riwith m ly with those provisions. Date ure of Applican ❑Owner ❑ Contractor ❑ Agent WhOSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 11 Mobile Home Installation Fee $ Energy Inspection Fee I $ , Q Occ CONST. TYPE TOTAL FEE $ I Q • 31 HAZ D E IM FL D CDF P C SU This permit is hereby issued under of the Butte Coun. Code and/or indIRZ7 By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 0� Defe Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SSOR "NK -INSPECTOR GOL NROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 0' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. (Rev. 12/96) APPLICATION AND PERMIT , PERMIT NO of PARCEL NUMBER O — (�� -ZONING/•, BUILDING PERMIT r I, P"E52� 5( J UU SQ. FT. OCC. BUILDING VALUATION AULING ADD ESS (� v OO RMAN OR'S NAME TELIpH NE , ORS MAILING ADDRESS TION LENDERAILING FireplaceTotal ADDRESS Valuation $ OR ENGINEER LICENSE NO. FilingFee $ 2 •0 Permit Fee 4s-Aq $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee , 195 SUILDINGADDRESS I i ' Energy Plan Checking Fee $ i 3. J SN 1 �(Q t_l G ESQ_ (Ilkl t� PERMIT FEE $ ) LOTNO. I SUBDIWSONSNAME )3©_ �i (.� 2.40 -4 PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap n 7.00 USEOFSTRUCTURE t l8 -%-Ac— SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 , dD TYPE OF WORK New Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work: Gas piping system i - 5 outlets 0 IS - Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S , ELECTRICAL PERMIT Fling Fee 20.00 1100.VOR LESS Main Service zooA oR LEss 23.00 S� �\ _ J �� PERMIT FEE PAID $ �� `J� �xJ SRA$ V� SHERIFF $ OTHER $ $ Main Service 2I0A To LIQIA 46.00 NEW CONST. DWELLING occuP. OR ADONS. S AGC. BLDS. 3 5¢S0. FT. NON -RES D.ANCHOIRCUFTS UTLErEW GOMT. @O 7.50 POWER APPARATUS & SINGLE OURET CIR. Ex. Occup. ouTLET OR FIXTURES e20 O L Q Ex. Occup. oDrs IEs o °Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling�,Q!] Hood . 6.50 SZJ Ventilation n14o ' $ AMOUNT RECEIVED $ C09 DATE RECEIVED o2 d RECEIPT V V PERMIT FEE $ RjrAUE Mobile Home Installation Fee $ Energy Inspection Fee $ OCC coNsr. TYPE TOT L FEE $ HAZ. D. FEES P FLOOD COF p 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. By Date PERMIT EXPIRES ON DaN {..;r'�r2°'�iY ji:SH`.'�t`t`'ry'`"vY�w=fH!r�,r,..rr`.'*E+""�F44'R:!'►'•,":r..,�ir�,..t„c„r.++"S. 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 f -7 OWNER: c ASSESSOR PARCEL NUMBER q1- T (� JJ_ o Qq - Proposed Building Use: Counter Technician�inoWrder Date: f� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. I.. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. w❑: r3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! 0...:.a; `5. Letter from Engineer or Architect for truss design review. -'" 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs.in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. ` All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner Cl 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable, 16. Other „�Ikemaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑` 19. Soils Report and/or Engineered Foundation required ........................................... ......... 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit......................................................................... b 23. California Department of Forestry plan approval paid. Sent by: X5............1�3_%! -0 .Z- ❑ 24. Planning approval (A) Use: OIC (B)Parking: (C) Parcel Check: 0'-1 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. -9 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement....... )............ ............. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits ................... '!..................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirementslorRbtaining a building permit. Applicant: LT �� Date: 1. Index permit application for the above items num ed: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above ata by ph e, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by one, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: • Plans approved by: Date Structural reviewed Dat Structural approved by: -'0" ' I " 7 Date: Note transfer by: Dat : Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER r PROPROSED BUILDING USE�_� i41. BUILDING PERMIT FEES I --- Balance Due ..................... $ --- Additional Fees Due........ --- Revised Plan Checking Fee.... $ K2. SCHOOL DISTRICT FEES ;(paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # V �v DATE RECEIPT # DATE REC. -6/ —04 -4p 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 39%03 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan c;wxlki tg process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) O.B. -1 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 return 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. U I personally plan to provide the major labor and materials for construction of the proposed �j property improvement: YES C' NO ❑ I HAVE ❑ HAVE NOT 91i"gned an application for a building permit for the proposed work, I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACT'OR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: < SOCIAL SECURITY NUMBER: DATE:_ NOTE:. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our offwe before we are permitted to issue the permit. OVER I OWNER BUILDER INFORMATION Dear Property Owner. 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. 0 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 kmi a*+ce. ♦ 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, �XIZ_.� Mic 1 CZidira, C.B.O. M ger, lding Inspection NOTE. This Owner Builderinforrnaiion is required by Section 19830 of the California Health and Safety Code. OVER BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. School District C bi (1-V A.P. Number 1,7 qqo- ()q5urisdiction: city County Property Owner n o t V V r Property Location/Address Z4 2- 1 Z -1 L4 ( I-Q 01 b r. C M Subdivision Lot No. ............................................................... .................................. Residential Development F-nQ Q Q Sq. Footage -2, No of Living Mobile Home Addition) *Supplemental to (Group R) Units Installation Conversion Permit # rt�16U!s -76 *(No foundation Inspection) ............. a ......................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. n 440 S- 011,SZ School District certifies that kc Sq. Footage (Including Exterior Roofed Areas) Date . d&&;,] E"/,/ (Appli.cgr(t) (Street Add (Phone Number) 0 06 T, 06L (City) (State) (Zip Code) has complied with the requirgments of Resolution No. by payment of $ 0 representing square feet. ^ �"26 $ FULL MM GATION $ School District Representative r Date Paid by Check # / Remarks: I Nofts: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In complt� with submit a timely wft*6 protest vAll'prohfl* Govoinawd Code Section 66020(a), within 90 days from the date ton we OW. Failure to you from ch @IWWng t1W Imposition of the fen In any court actlorL If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is tnmfl-dbytit app icM*Local Planning Agaieythat this project Is being i-ol-w under the California Environments! Quality Act (CEQAh this project may be sL*@sd to addMlmW school fen to fully mWilids. Us Impact on the school disb1crIs schools. White (applicant); Yellow (building department), Pink (school district) feeform-ids (10/03)dmm Date: J-2 6- 09 SITE PLAN REVIEW APPLICATION Permit Number (if applicable) 0 LJ- 0191 AP# oy-?-HHO-©g5 Bin Number 6 9 APPLICANT INFORMATION Parcel Size: S 7 A Owners Name: leg G-1-4 7l�1qV 1 Owners Address: 112-17- TO u y A rd 1 f�2 _ C--1-� 1 C-0 C -A 9 Si 7 Telephone No.: 891- 1512- 3 9 Situs Address: y 21 2 -TA-) I-) b R , Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other IN Septic ❑ Agricultural Exempt Building ❑ Other: 4 Brief Explanation (if necessary): ❑ Sinile Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DE VELOPMENT SER VICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 s• S ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain:(See att C hed) • Flood Zone: • Flood Panel No.: O 9 20 Index Date: L1 - 2-0 — Or --C> ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R --1 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 Side Side Street 5o G Rear 3p Height 3 C� Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 4 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire N School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of 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: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel May: ) S H 1 V is Lt_ C� Map Date of Recording: Lot: l Book: ❑ Use Permit/Minor Use Permit Permit Number: E S 1 A -TG S 130 Date of Approval: Page: 62 16) Y Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: ® Attached ❑ None ❑ 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. ❑ 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 Page 4of5 NOTE !ALL FOUNDATIONS FOR BUILDINGS WITHIN THIS SUBDIVISION SHALL BE DESIGNED BY A REQ11STERED CIVIL ENGINEER OR LICENSED ARCHITECT IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION FOR ISHII VALLEY ESTATES BY LRA ENGINEERING (JOB NUMBER 9,30-69G) DtJR,ING MAY, 1.995. AND ON FILE WITH BUTTE COUNTY BUILDING DEPARTMENT. N9M I. THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL IfisfOR-K-ATION Wfllf-H IS FOR INFORMATIONAL PURTOSES, ONLY, DESCRIBING CONOITIONS. AS Of Tf'iTE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. DEVELOPMENT Of PARCELS WITHIN THE SUBDIVISION MAY REE SUBJECT To PAYN'tNT GF 'S-CHDOL PEFS. 3. FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE W -STALLED IN ALL. NEW RESIDENTIAL -STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE P-ROTECTION ASSOCIATION .STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES., NF!PA STANDARD 13 b UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM, WITH HYDRANTS THAT MtI=T FIRE DEPT. SPECIFICATIONS, SERVES THE PARCELS. 4. A DEVELOPMENT IMPACT FEE FOR SHERIFF FACILITIES SKALL BE. PAID P'U'RSU- ANT TO THE P-`ROVlSI'ON,,S: Of CHAPTER 3, ARTICLE 2 GF THE BUTTE COUNTY CODE, Pz'RT.G.,R T4 THE I n-SVIANCE Of 8,',UJl.LING P ID 11 E - RM .ITS. SAID FEE AMOUNTS WILL Bf DETERMINED AND CALCULATED AS Of Tfif ]DATE Of ARPtICATIGN FOR THE BUILDING PRKITS. . . . .......... EX I! SET PEF O`VNER-BUILDER VERIFICATION � Aztencion Property Owner: An "owner -builder" building permit has been applied for in your name and bearing yore , Please complete and return this information at your earliest opportunity to avoid aooeoes�aq in processing and issuing your building permit. No building permit will be issued 96 eri 'cation is received. I . I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES � NO O 2 I HAVE HAVE NOT 0 signed an application for a building permit for the; m; a'ed WUL �3. I have contracted with the following person (firm) to provide the proposed eonstrtrction: NAME: DRESS: PH C01N'TRACTOR'S LICENSE NO. �. I plan t rovide portions of this work, but I have hired the following person to eoordinsLe, supervise, d provide the major work: ' N;41 ' PHON7E: I will provide some of the work indicated: NAME CM: CONT'RACTOR'S LICENSE NO. work but I have contracted (hired) the following persons to provide SIGNED: y P RO PERTYOWNERX � vim•• r" .• n �� • DATE:4 �z — Z ? © 2— X0 TE: _ PHONE TYPE OF WORK X0TE: Thu Owner -Builder Verification is required by Section 19831 and 19831 oV&k California Health and Safety Code This verification must be eonglMd md returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATION An application for a building pertut has &4a icbmitted in your name listirrg yourself as the builder of property improvements specified- For pecifiedFor your protection, you should be aware that as "owner -builder" you are the responsible p@M of mcmd onsdeh a permit. Building permits are not required to be signed by property owners unless they are personally per>foemio�their own work. If your work is being performed by someone other than yourself, you may protect yourself Broca 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 ihould 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 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. hen you may be an employer. ♦ i f 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 eoaft*utions. ♦ There may be Financial risks for you if you do not carry out these obligations, and these risks are especially serious with resoee: w worker's compensation insurance. ♦ For more scecit:c information about your obligations under Federal Law, contract the Internal Revenue Saviee (and, i f you wish. clue U.S. Small Business Administration). For more specific information about your obligations under S:a:e Law, cercac: the Department of Benefit Payments and the Division of industrial Accidents. If;t e suucrur: 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 permir_ 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 er at 10=0 N Street, Sacramento, CA. 95814. Please complete the "Gruner Builder Verification" on the reverse side of this form so that we can confirm that you art aware of these matters. The building permit will not be issued until the verification is returned. I rely, Ntie el C. Vi ira, C.B.O. iv1 ger, Building Inspection NOTE: TitZI Owner -Builder Information is required by Secdon 19810 of rhe Calijornle H9011h and SoJsry CO& OVER 1 CLAIMANT: ADDRESS: CITY & STATE: r)ATG OF: r AIM - -r -a 3j---2-)J6y' County of Butte Oroville, California GENERAL CLAIM David Ebright 4212 Tuliyani Drive Chico, CA 95973 m/m/na SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet -APN: 047-440-045 Fermii ivu.: u2 -34i8 A f HiD RETAMED AMED REFUND . Development Services $• 2,203.64 $ 750.70 $ 1,452.94 SRA $ 43.00 $ 43.00 $ - Sheriff $ 360.00 $ - $ 360.00 Other: CSA 87 $ 2,500.00 $ - $ 2,500.00 TOTAL $ 5,106.64 $ 793.70 $ 4,312.94 ::::;::::::::::: ' ..?: ICbUWI. ..:.:.:.. ................................. _. BtJ. GST:: . t�U .. ACC.. T . A . .Qfill'�1 I :: .............. Development Services 440-001 4210500 $ 1,452.94 SRA 0100 4617240 $ - Sheriff 280 1011811 $ 360.00 Other CSA 87 280 1011887 $ 2,500.00 TOTAL $ 4,312.94 $ 4,312.94 I, the undersigned, declare under penalty of perjury that the services or articles Calmed have been pertormea or aeoverea, and mac this claim is true and correct as stated. Dated this amalA day of 22 2004, at `' Calif. a �� Si nature of Clai ant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriatioln�, or Specific Board Approval (Chec one) for same. Dated this day of 111L3�L, 2004, at Oroville ZCalif.'J Dep.rtm�Head thorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. I REFUND CALCULATION SHEET I . (ADDRESS: Y & STATE: TE OF CLAIM: David Ebright 4212 Tuliyani Drive Chico, CA 95973 NL�� P 10 1 � U 1,\VA NUMBER: 375592 DATE: 4/17/2003 ISSUED TO: David Ebrigh CHECK M 1320 AMOUNT: $4,294.39 PERMIT 02-3478 Yes PRIOR REFUNDS: FEES VERIFIED x APN: 047-440-045 RECEIPT INFORMATION 369463 12/23/2002 1290 $812.25 02-3478 $5,106.64 REFUND BREAKDOWN DETAIL PAID RETAIN REFUND ,BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG ........................... .............. ............................ .............. ............................ .............. ............................ .............. ............................ .............. ............................ .............. ............................ .............. .............................. .............. .............. ....... ............................ .............. ............................ ........ ...................... ............................ .............. ............................ .............. ............................ ............................ .............. ............................ ..................... .............. ............................ .............. ...................... .............. ............................ .............. ........................ .............. ............... .............. ............................ .............. ............................ ..................... .............. ............................ .............. ...... .................. .............. ........................... ........ ............................ .............. ............................ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ............................ ............................ ................. ............................ ............................ .............. ............ .............. .............. .............. .............. .............. .............. .............. .............. ............ ............................ ............................ ............................ ............................ ............................ ......................... ............................ ........... .............................. ............................ . .... ............................ ...... ............................ ............................ ............................ .............. .............. ............ ...... :. .. - . . . . . . ............ .............. .............. .............. ....... .............. .............. ............. ........... .............. ........................... .............. .............. ............. .............. ............. .............. ............. ............. ............. .............. ............. .............. ............. .............. ............. .............. ............. .............. ............. .............. ............. ....... ...... .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ...... .............. .............. .............. ............. .............. ............. ............. .............. ............. .............. ............ ........ ... ........ ........ ............. .............. .............. .... FILING FEES Building 20.00 2D.001 I Plumbin 20.00 20.001 1 Electric 20.00 20.001 1 . Mechanical 1 20.00 20.001 1 PLAN CHECK Plan Check 1 622.701 622.701 Energy 1 23.001 23.001 INSPECTION Energy 1 46.001 46.001 46.00 SRA - BLDG Building $46 46.001 46.001 46.00 PERMIT FEES Building Plumbing Electric Mechanical 958.00 958.00 958.00 158.00 158.00 158.00 183.94 183.94 183.94 86.00 86.00 86_00 OTHER BLDG Overcharge REFUND PROCESS FEE 25.00 -25.00 ............... -25.00 BUILDING TOTAL 2203.64 750.70 1452.94 1452.94 SRA -FIRE Fire $43 1 43.00 43.00 .............. .............. .............. SRA -FIRE SHERIFF - $360 Sheriff 360.00 = 360.00 .................... ............................ SHERIFF OTHER NON -BLDG ICSA 87 1 2500.00, 2500.00 .................................... .................................... ..................................... .................................... ........ . ................. OTHER 2500.00. 5,106.64 793.70 $ 4,312.94 $ 145294 $ - $ 360.00 $2,600.00 BLDG 4 0;001 40-001 1 500 F4210500 SRA 0100 4617240 SHERIFF 280 1011811 CHECK: $4,312.94 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 3/18/2004 Michael Vieira Building Manager 0 Butte County Department of Development Services ' YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 9, 2004 David Ebright 4212 Tutiyani. Drive Chico, CA 95973 RE: Permit No. 02-2106 APN#047-440-045 Owner: same On 12/23/02, a deposit was made in the amount of $812.25, also, on 4/17/03, a deposit was made in the amount of $4,294.39of which $793.70 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $1.,812.94. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, 0 Diane Lewellen , OA III Administrative Division enclosure 02-3478.1tr CLAIMANT: ADDRESS: CITY & STATE: DATF OF CI AIM - County of Butte Oroville, California GENERAL CLAIM David Ebright 4212 Tuliyani Drive Chico, CA 95973 fl3/f)9/n4 , SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 047-440-045 Permit No.; 02-3478 PAID RETAINED REFUND Development -Services T $ 2,203.64 $ 750.70 $ 1,452.94 SRA $ 43.00 $ 43.00 $ - Sheriff $ 360.00 $ - $ 360.00 Other: $ 2,500.00 $ - $ - TOTAL $ 5,106.64 $ 793.70 $ 1,812.94 .......... ... .::: . . . . MAfV {.:.:.:.:.:.:. ::.:.B..U..D.G..E..T.. ..... .: . A....C..O..i.J..T.T.. ..A.L.V.I.0..I.3.N..T..: Development Services 440-001 4210500 S 1,452.94 SRA 0100 4617240 S - Sheriff 280 1011811 S 360.00 Other $ - TOTAL $ 1,812.94 $ 1,812.94 r, uro unuersiyneu, ueaare unser penarry or perjury mac me services or articles claimed nave been pertormed or delivered, and that this claim is true and correct as stated. Dated this day of , 2004, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2004, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. REFUND CALCULATION SHEET CLAIMANT: David Ebright ADDRESS: 4212 Tuliyani Drive CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 02/09/04 APN: 047-440-045 RECEIPT INFORMATION NUMBER: 375592 369463 DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: I FEES VERIFIED 04/17/2003 12/23/2002 $5,106.64 David Ebri ht David Ebri ht 1320 1290 $4,294.39 $812.25 02-3478 02-3478 Yes • No I Yes No Yes No X IX X I X REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF �., ," 280, 101,1811' .. y _._{�l -':.ri 2W r�;'fi"'t',�yf2"As'yT14�.3��.-_a��C r:y.Y'� ,}�'(`.'. 1• -.: (-l�..CY .-+`y. �,�_BLDG .,:,. _,r ��7 F c4' '�:s•d f= .?6'�f.1^,4tij aat p n rL t. ask. : ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ..:.:.:.:.:.:.:.-.- :::::::::::::::::::::::::: :::::::::::::: ........................................ :::::::::::::: ...................... :::::::::::::: ............................ ::::::: »::::::............. .............. ...... -?:::::::::::::;;-..", :::::::.:::.:::.::.:.:.:.::.:.:.::::.:.::.:.: :::::::::::::: :::::::::::: .......................... ............ ':.:.:.: :::::::::::: ............ ............ . »..... FILING FEES 4�. ° ^Y "� < ,r; �. r�. q. , vY „ ,�• , _ Building 20.00 20.00 Plumbing 20.00 20.00 Electric . 20.00 20.00 Mechanical 20.00 20.00 PLAN CHECK '!x ���atc Fps t �; t3a. .C.^ i,s:;s�'-g hn ^ za?.a it<`'_ si?.ls t Plan Check.. 622.701 622.70 Energy 23.001 23.00 ;i INSPECTIONtip ur c', vlqu 5'.?r'a Ener 46.00 46.00 46.00 SRA = BLDG <fi^ ',1st' few aE: °'h s.,ti ti "a::'k ;+ ,,.: ". ,: Building $46 46.001 46.00• 46.00.:.::.:..-,- PERMIT FEESN= Building Plumbing Electric Mechanical 958.00 958.00 958.00 158.00 158.00 158.00 183.94 183.94 183.94 86.00 86.00 86.00 OTHER BLDGt.b Overcharge. REFUND PROCESS FEE 25.00 -25.00 -25.00 BUILDING TOTAL":' r 12203.64 a ;r ;;< 750.70 g� �r� t �-.1452.94 " -;; _ 1452.94 SRA -FIRE Fire $43 A 43.00 �' N43.00 , ' SRA _-FIRE. SHERIFF- $360 _Sheriff ;. - .., ., F#� a360 .00 a .,, e:.. 360.00....:'.. ....�........• :-: SHERIFF :, ; ... _ 360.00 `: ::::::::::::::::::::::: OTHER NON -BLDG CSA 67 .. _ _. 2500.00 -- _ _ . _ 2500.00 :..•..•.•,..:..,....,.•..::','..•..•"'.'.'.'. .. ............................. :.:.::.:.:.:.:.:.:.:.>:..:::::::::::::::::::.:::::;:::->: >: ; : >: >: >:: ........................................... OTHER $ 5,106.641$ 793.70 ,812.94 $ 1,452.94 $ - $ 360.00. $ - BLDG 440-001 4210500 SRA 0100." _ 4617240 SHERIFF 280;;' "'.1011811 CHECK: $1,612.94 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 02/12/20 4 Michael V ana Building Manager �/ � i UT Butte County Department of Development Services Building Division O O _z_ - G 7 County Center Drive o- coOroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment processing. CLAIMANT'S NAME: v MAILING ADDRESS: W? PHONE: ASSESSOR'S PARCEL NO.: [Please use one claim form per permit.] BLDG PERMIT NO.: Receipt No. 1 Recei t No. 2 Receipt No. 3 3 7 5 ac-� a / 5 (Q q Li � 3 _ RECEIPT NO.: RECEIPT DATE: 04 / i o 7L /03/02 RECEIPT AMOUNT: q2� 4 •39 REASON FOR REFUND REQUEST: Check those fees which you wish to have considered for refund: Building Permit Fees Sheriff Fees OSRA Fees (CDF Fire Planning) [� Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Application 082203 _ /2 Date (Rev. 12/96)u, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Tele (530) 538-7541 APPLICATION AND PERM T 02-3478 PERMIT NO. ASSESSOR PARCEL NUMBER , ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIuNG ADDRESS 4212 Tuli ani Drive Chico CA 95973 79 R 166,266.00 CONTRACTOR'S NAME owner TELEPHONE 862 11 15,516-00 681 C 9,979-00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 622 70 BUILDING ADDRESS 4212 Tui DriveyChico CA 95973 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )lp Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00d5. �� Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF - Gas piping system 1 - 5 outlets 15.00 9-00 Buildina sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service eoov OR LEss 200A 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereb ffirm under penalty of perjury that I am exempt from the Contractors License N_awXr 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 1 46.00NEW CONST. DWELLING OCCUP. so OR ADDNS. ( & ACC. BUDS. 3.50FT. 1 17-q NOZR�IUT. MULTI MAMH - RCUT 97.50 APPARATUS 8 SINGLE OUTLET CI R. 20 Ex. Occup. OUTLET OR FDCTURES BAS 0' 0 Ex. Occup. OFMUTLEEDTS AaIO°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 203.94 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. I 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 MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 29-00 Hood 6.50 Ventilation PERMIT FEt $ Policy Number (Tbe above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I 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 f I should become subject to the worker ' o nsation provisions of section 3700 of the Labor Code, I shall forth c I wi th pe r Date — ZS=d _ L4alu_re of p icant - ❑ O er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition construc of structures over 3 stories in he A I Receipt No. . �J WHITE-D.D.S.-B.D. CA A Y- S ESSO PINK-INSP COR GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fe $ T� C O pq � Viv T. TYPEOTAL FEE $ 2157.64 HAZ. D. P D CDF p pp HD SU 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. ibate PE MIT EXPIRES ON JY Mile) a ��4++v�.ti. ,`,;,� � ..��k��;�+' •.��-.w�.v+...y{Ta �iA'..�'T+o+'�IfHr7_.,Y"S.d"�'+^rK'�ii"`�.1ti��'�;ii!'f�A''K'`�fy�+i7r�,"'•�v'.� �y'N�a���'«��-�f�iF�'li3M('Y'p�;1�',��jyM•%'f.. 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: `' -7 ASSESSOR PARCEL NUMBER•C� Proposed Building Use: Counter Technician: i Date:' G Items required in order to appy for a permit. All boxes MUST be checked OR ar ed NA in order to apply. r i 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 signaturepri plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicat6.�No faxes! 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 en ineer. z Items required for initial plan review:, If checked items have not been received, plan review cannot proceed indexed and returned to the plan+rediew line-up when required items are received. Date Received N 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........................................................ ❑ 11Detached Accessory Building Form filled out by the owner ....................'............... ❑ 12. Hazardous Material Form.......................................................... -:. ................... " The.permit will be LIM ❑ 13. Other �` ` • �� :4 ,,.(Remainingitems needed to issue the permit. Ma require additional.' .'plan review,u on, recei t f t e followin items. P (May q P P 4 P >; ) 4 'Fees as shown on the attached Schedule of Fees Due Sheet........... ".'................... Statement of Intent for,Non-heated and A/C Buildings ... Y ...................... ....... `� _ I6. Sanitation and plot 1plan approval from the Environmental Health Department in c1/�1 ❑ City of Chico Plumbing permit ............................................... ;-,........... . . California Department of Forestry plan approval id Sent b �:............ ❑ 19. Planning approval for (A) Use: ®K (B)Parking: (C) cel Check: 2_ 3 a- L) 2 ❑ 20. Contact Land Developmentabout--04mprUements A.AQiDrainage.-�.!I>I:�...V..I.;..ti �,� 21. Encroachment Permit for driveway from the Public Works Dept {construction approval prior to occupancy). ❑ 22. Pre -Inspection for �� �� ' x required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier an olicy Number ..............:.............................. . , 25. Owner -Builder Verification (EWrven to owner, ❑ Mailed to owner) ..................... . f 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 0 ❑ Grant Deed, ❑ M.H. title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ tOther: en issued' for pickup. I have been informed of the above items and requirements for obtaining a building permit. 2-3-2vo�: 'f Applicant: 0 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 one, ❑ mail, ❑ counter, by Date: — Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: , I—S. Date: 1 Plans approved by: 4S Date: Q Structural reviewed by: /? Date: 1129113 Structural approved by: Date: ?� o Note transfer by: Date: Yellow: Buildine Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance r b,-�dl�4 4z �z ice./, O ner Location E.M. USE ONLY Plot Plan Attechod stool Man Attached Lr 17- 4-4.0 -0457 AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well _ Clearance for tfwe#ing. Other 3 ld,ne, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 z-9-03 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE (,j I� OWNER A.P. # C)L J'g `'' 0 T TD BUILDING USE DATE URECE # D REC. BUILDING PERMIT FEES O Balance Due ....................... $ v� Additional Fees Due ................. $ Additional Fees Due ................. $ �* Revised Plan Checking Fee .............$ �CHOOL DISTRICT FEES P3. (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential .................... . .I 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. ''`�� ✓ JK5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan`Q!-ec 6. THERMALITO DRAINAGE DISTRICT FEES C-4$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #) 00.00 (paid at Building Division) 9. CS !�FFIC FEE 2500.00 ( arBuilding Division) 163 10. OTHER 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. DATE 10—Z-3--Zo© )- Pursuant Pursuant to Government Code Section 66020, 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. 6100) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. / /[1(� A.P. Number T ry r� T� Jurisdiction: 4��City County Property Owner F-- J Y i oci- V7 Property Location/Address✓ I'd �Q �n Subdivision _1 0 / (� (Agt1'7 � � f Lot No. / U y Residential Development.r' 'J / / j ! ( .:........................... ............................. ............................................. : Sq. Footage �' U 4� No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ......:....... No foundation i n spection)€ Commercial/Industrial Sq. Footage New Addition (Includin Exteri Building Department U or Roofed Areas) Date x (Floor Plans reviewed by School District Personnel) District Identification No. O zo q C, ✓� School District certifies that (Applicant) (Street Address) KlL L r (Phone Number) (City) has complied with the requirements of Resolution No. representing ✓4 � square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) 0-D v� by payment of $ �O� 11AB 2926 $ FULL MITIGATION $ 7414 3 l 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 66020(a), 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.xls (10/98)dmm r �. +r, Yw fy.. 1'.,.,. .V n{� .l.'.._H -1 �1rFy�TV('rM,., '^+�� i Yri.� �..' rµti''r '1 •�u �-\� s' r, �'t*'y'; iwi-+k.••,,,,��,�.ik.��..,nrn -r ��•" L,.�r'r�i�r,. ,.�-va'�r.-.r�'•�1.. .n ..�,. .� �J BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) ♦ .r Property Owner Project Location/Address U d� - U Subdivision LS 4T Lot Number(s) R' d +4 1 D 1 est en is eve opmei c ec one 4 New Development _Alteration/Addition _Mobilehome(s) Non -Residential to to Residential Total Number of Dwelling Units I Comment: r / -o_3 Building Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that �DpqV : C P L -44T S R g 5'/— sz 3 S (Applicant Name) (Phone Number) I (1-712 i-uez:yw z (Street Address) (City) (state) r (zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by payment ford' _ dwelling units @ $1,189 for total payment of $ �� /cv-D CARD Representat' a Date PAID BY CHECK NO.� REMARKS: BANK NO. 9d - PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD . park.fee (form revised 11/90)• t Yellow --Butte Co. Building Dept. , Goldenrod--Cityof Chic Bui1din%,IDepti�. 0�+;11i%G':, 04423 O.B.- 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 return 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., personally plan to provide the a.or labor and materials for construction of the proposed property improve . ent : YES NO ❑ I HA HAVE NOT Osigned an application for a building permit for the -proposed work. 3. I have contractedwith the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: l� DATE: TE: 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. OVER O.B.- I I OWNER BUILISER FORMATION I Dear Property Owner: 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 sliould 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 seveial 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, ifyou 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 TMcrely, el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. 77eis Owner -Builder Information is required by Section 19830 of the California Health and Safety Code .�- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-1541 PERMIT NO. (Rev.12/9'�,�ir�c c;� a APPLICATION AND PERMIT ?,��SeL_ ASSESSORPARCFiNUMSEA �U 467,4(- mro"G BUILDINGPERMIT liiJ Solar or heat pump water heater So. FT. OCC. BUILDING VALUATION • awNETLS MAaING ADOAr�~ Water piping 15.00 CONrRA WS sPECIPr Each as water heater or vent TELEPHONE TYPE OF WORK CONTRACTORS MMING ADDRESS Gas piping Systern 1 - 5 outlets 15.00 -N,4'Addition 0 Remodel O UhliHes 0 Installation O .� Building sewer 15.00 ' Describe Work: Mobile Home I S I G I W CONSTRUCRONLENDER PERMIT FEE S �- LE OSS MAILING ADDRESS Fireplace �(' ELECTRICAL PERMIT Fling Fee 20.00 Total valuation is ARCHRECTORENGINEER UCENSE NO. Ficin Fee 20.00 ARCIQ = OR ENGINEER MAa1NG ADDRESS is L Crt t > X O 3 2 � ain Service =A TO IOWA Permit Fee $ O DVIIEstnao OCCalP. ADONS ak ACCRLDS. kCR 3 5¢SO. s,"R.R Plan Checking Fee $ 8ULLDNGADORESS I� . ...� _./ �( .. e� Energy Phan Checking Fee $ . • Occua. OUnEr OR FUTURES eel a $ 1.5H 1 VALLi✓­l SST . PERMIT FEE $ LOTNO. i 1 sue°msio"s"nME 130- 82 Q L IZA O-9 PARCEL "AP PLUMBING PERMIT Fling Fee 20.00 ^ *PERMIT FEE PAU> S;tA SHERIFF AMOVIN f RECM"b •air rx,#MM -% 9 4-G?3 To � wr srtro cow Mobile Home Facilities 1 20.00 Nsc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee • 20.00 Heating Cooling Head 6.50 J PERMIT FEE $ MobL a ome Installation Fee $ Energy Inspection Fe ?, $ 1^jcOj7VjT0,1ALFgE$ � 1=laFMl ;�I�I`��u This permit is hereby Issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By . Date ReceiptNo.PERMIT EXPIRES ON WHITE •D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT USEOFSTRUCTURE 467,4(- mow, 510 - ­ _ Solar or heat pump water heater 23.00 SF)( Duplex O Mob7ehome O Other Water piping 15.00 sPECIPr Each as water heater or vent 15.00 TYPE OF WORK Gas piping Systern 1 - 5 outlets 15.00 -N,4'Addition 0 Remodel O UhliHes 0 Installation O Other 0 Building sewer 15.00 ' Describe Work: Mobile Home I S I G I W 020.00 PERMIT FEE S �- �(' ELECTRICAL PERMIT Fling Fee 20.00 ain Service .00.AV as = 23.00 is L Crt t > X O 3 2 � ain Service =A TO IOWA 46.00 J y�NEW S O DVIIEstnao OCCalP. ADONS ak ACCRLDS. kCR 3 5¢SO. s,"R.R °sro.' @7.50 . • Occua. OUnEr OR FUTURES eel a *PERMIT FEE PAU> S;tA SHERIFF AMOVIN f RECM"b •air rx,#MM -% 9 4-G?3 To � wr srtro cow Mobile Home Facilities 1 20.00 Nsc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee • 20.00 Heating Cooling Head 6.50 J PERMIT FEE $ MobL a ome Installation Fee $ Energy Inspection Fe ?, $ 1^jcOj7VjT0,1ALFgE$ � 1=laFMl ;�I�I`��u This permit is hereby Issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By . Date ReceiptNo.PERMIT EXPIRES ON WHITE •D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 0 Department of Development Services °° Building Division ° ° ",County Center Drive CA 95965 (530) 538-7541 (530) 538-2140 FAX January 29, 2003 David Ebright 4212 Tuliyani Dr. Chico, CA 95973 Assessor Parcel Number: 047-440-045 Building Permit Number: 02-3478 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. We require that plot plans show the property dimensions. Also, show the distances from property lines to ALL buildings, and distances between buildings. There is a 50 -foot building setback from the center line of both Garner Lane and Tuliyani Drive. The "existing shop" appears to have been built without permits. Please apply for this permit, provide evidence that it was built prior to permits, or provide evidence that it was built under fR Perm p3 ST. UCTURAL COMMENTS: Spacing of braced wall panels along wall line 2 exceeds the 25' maximum on center spacing between panels required by UBC Table 23 -IV -C-1. An additional 2'8" alternate braced wall panel on the garage door side of the man door would satisfy this requirement. Please advise ?y .- lou want me to add this panel to the plans. ease provide a complete section detail through the house. p3. The subdivision map requires "all foundations for buildings within this subdivision shall be designed by a registered civil engineer or licensed architect in accordance with the recommendations of the geotechnical investigation for Ishi Valley Estates by LRA Engineering (job number 93089G) during May, 1993, and on file with the Butte County Building Division." Please provide documentation from the engineer stating that he has reviewed the geotechnical report and designed the foundations appropriately. 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 Linda. Philo will answer your structural questions. 1 of 2 y 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. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Northstar Engineering 2 of 2 J1 EIWO111,80 `001110 833 EIAI2Ia INv krin1 411'eeH leluaWUOalnu.9 � -1-13rn DNIISIX3 _Z D .Z m 3NI-1 �IOIVGAG-DNIClin9 ,SW S 70 r r0� vt Z m J1 EIWO111,80 `001110 833 EIAI2Ia INv krin1 411'eeH leluaWUOalnu.9 � -1-13rn DNIISIX3 _Z 3NI-1 �IOIVGAG-DNIClin9 ,SW S ^ r0� vt D 'P � Z PY m (P 3ON3CI1S3d a3SOdOZId 03 woA4 �v • � > n z r m z m dOHS DNIISIX3 ANVI OIld3S 3NII HO'd3-1 0 t+ REVISIONS BY December 16, 2103 25'-6" 2$4,11 Ole / \ \ glaea block .__ \ 2'-6" X 4' 1I 2.-6.1 X , �_ tt 4'-Oq :Z I I 1 L. ' - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - ^ - - - - - - ----------------- ----------------------------------- - - - - - - - - - - - - - - - - - - - - - - - -� - - -t' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I �. G1 ehawer N d w t, „, covered patio CA t I 1 1b lfi C\ ao5� 'i 4'-0" X 3'-0" X B ' 4'-0" X 3'-0" (0'-0" SLIDING ROOF FRAMING NOTES 1) PROVIDE FULL BEARING UNDER ALL HEADERS, BEAMS AND GIRDERS TRUSSES TYPICAL, UNLESS NOTED OTHERWISE. December 16, 2003 2) ROOF 614EATHING SHALL BE 15/32 CDX 4/20) NAILED ATOP ROOF FRAMING MEMBERS SCALE: 114"=1'-O" WITH ad NAILEB AT 6",12". CDX RATED D.S.B. MAY BE SUBSTITUTED. 3) HEADERS AT BEARING WALLS SPALL BE MINIMUM 4X12 DF2+ TYPICAL UNLESS DRAWN: DSJ OTWERWISE NOTED, SEE PLANS. JOB: y SWEET OF SHEETS 77T- ---r I� NAILING SCHEDULE (rYP.) .I P� r" �I F'.L. 190.10' i-----------------------•----- ----------------- i------------------------------------------------------------------------------------------------i i i i I ! I i 30 FT 5UILD iNG SET5AC jr ------,---------------------------- ------- ---------------------------------------------------------- I I j 1 i i !i ------------------------------------------------------------I, i I jw— i GENERAL NOTES REVISIONS December 16, 2003 "tel 4 4 v CL m O `Q U I 43 HE GENERAL CONTRACTOR ANI 0D ALL SUB � I I CONTRACTORS SHALL REVIEW THE PLANS FOR I ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRiOR 25 FT I TO THE START OF CONSTRUCTION. SU$MITTED i -------------------------------- t BIDS WILL BE ACCORDING TO THE REVIEW, i ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND I ' MECHANICAL WiLL COMPLY TO THE CURRENT 2001 I ::' r - :' = D :- CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. i 0 CONSTRUCTION SHALL COMPLY TO ANY AND ALL I i COVENANTS, CONDITIONS O AND RESTRICTIONS i RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING I O ' J CONSTRUCTION AND COMPLIANCE WiTH ALL (V � APPLICABLE SAFETY REGULATIONS IS AND SHALL BE THE CONTRACTOR'S AND ALL SUB I CONTRACTOR'S RESPONSIBILITY. i I 200 AMP ' FAfBREViATIONB i � I A.B. ANCHOR BOLT GYP. GYPSUM A.F.F. ABOVE FINISH FLOOR G'I. GALVINIZED IRON BILK BLOCK' GAL GALLON ! - , , I , BM ._ BEAM H.F. HEM FIR H.C. HOLLOW CORE B.P.BOTTOM PLATE . W. BRD BOARD H B HOSE SIB j t ..... :.__._ :..._: , t 1 � BTTM BOTTOM HCAP HAN61CAP CLG CEILINGINSUL INSULATION CLR CLEAR MECH MECHANICAL / -----_50 FT 5UILDING SET5ACK / GONC CONCRETE MAX MAXIMUM ! , - - ! =-------^------^ --L----'- -------------------------------------- -------- ---- --------- CONT CONTINUOUS MIN MINIMUM I APPROVEi� _ _ _------- APPROVED _ _ _ _ D.F. DOUGLAS FIR O.C. ON CENTER ! Butte COUrIty Enviromme ntal He.0th !� ' OP DEEP PLY PLYWOOD PR. PAIR (E) EXISTING i j}Atg EX. EXISTING RW REDWOOD Signature ! E.N. EDGE NAIL RS ROUGH SAWN i O � ! ! WM ec SOLID CORE F L FLA EW ELECTRIC WELDED WIRE MESH I TOE NAIL T.N./ Q ELEC ELECTRIC STL STEEL F.F. FINISH FLOOR T.P. 70P PLATE i SCALE- I"- 10'-0" I t/ FOB FACE OF BEAM • jAIVI�"CL!E'�T: L HEALTH FOC FACE OF CONCRETE T 4 B TOP AND BOTTOM i f FOM FACE OF MASONRY U.N.O. UNLESS NOTED OTHERWISE I JAN 1 `� 2004 I FOP FACE OF POST W/ WITH ! PL 190 10' 0HI 4 c L IFORNI FOS FACE OF SPUD WD WOOD . . . . I F.H. FiRE HYDRANT WH WATER HEATER I------- — — — — — — — — — — — — - — — - —._ _.___—._.�.- — - •— — — - — — — — — ------------------------------------------- I---•-----•—•--------- ' F.X. FIRE EX'1'INCsUISHER W.I. WROUGHT IRON 4312 TULiYANI DR CHICO I F.G. FINISH GRADE e AT I FIN FiNISH I F.N. FADE NAIL FTG. FOOTING CSL TUL I ( A N i DR I — — -------------•-------•—-----•—---•---•--- --- — —•—•— — —---•-----------•—•---—•-------•-------•—•—•---•----------.-----_---_-L-------------------- 1 1 I 1 I I WELL b ----------------------------------- j BY: D SCOTT JACKSON JOB: SKEET I OF SHEETS NAILING SCHEDULE (rYP.) Z' i CONNECTION MIN. NAILING I I Joist to Sill (Toe NatU 3-8 Bridging to Joist (Toe NatU= -2-8d Each End I, i i Sole Plate to Joist or Blocking ---16d * 16"o.c. Face Nail LL To Plate to Stud Sm—2-16d End Nati Stud to Sols Plate 4-8d Too Nails or 2-16d, end nat;i I , i !I I �� I' i Double Studs 16d 0 24"o.c, Face Nail j I I Doubie Top Plate 16d 0 16"o.c. Face Nail Top Plate: Lap t Intersection 2-16d Face Nall Ceiling Joliet to Plate I ' --31-8d Toe Nails Ceiling Joist Lap over Part — _16d dace Nail ' 50 FT T �C/OF GARNER LN . Ceiling Joist` to Parallel i?after--3-16d Face Nail Rafter to Plate 3=8d tae Nails I ` , ______. ._. i 1- – – – – – – - – – – = - – – – – – – – – – – – – – I ix Brace to Each Stud and Plate -2-Sd Face Nail >- ' I Buiit-up Corner Studs —16d 0 24 o.c. F -8d II � •; LEECHFiELD AS k ! Roof Sheeting 0 ,�"o.a. Edge j ; , , I Sd �► 12 a.c. Field .: ! , �C 5UTTE CO ENVI O �'. HEALTH DEFT Floor Sheeting 8d * 6"o.c. Edge i I Sd " . 0 12o.c. Field Wallsheatinq 8d 0 6"o,c. Edge Uj; I ! 8d 0 12"o.c. Field I�I • Unless Otherwise Noted on Plena and/or Details I GENERAL NOTES REVISIONS December 16, 2003 "tel 4 4 v CL m O `Q U I 43 HE GENERAL CONTRACTOR ANI 0D ALL SUB � I I CONTRACTORS SHALL REVIEW THE PLANS FOR I ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRiOR 25 FT I TO THE START OF CONSTRUCTION. SU$MITTED i -------------------------------- t BIDS WILL BE ACCORDING TO THE REVIEW, i ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND I ' MECHANICAL WiLL COMPLY TO THE CURRENT 2001 I ::' r - :' = D :- CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. i 0 CONSTRUCTION SHALL COMPLY TO ANY AND ALL I i COVENANTS, CONDITIONS O AND RESTRICTIONS i RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING I O ' J CONSTRUCTION AND COMPLIANCE WiTH ALL (V � APPLICABLE SAFETY REGULATIONS IS AND SHALL BE THE CONTRACTOR'S AND ALL SUB I CONTRACTOR'S RESPONSIBILITY. i I 200 AMP ' FAfBREViATIONB i � I A.B. ANCHOR BOLT GYP. GYPSUM A.F.F. ABOVE FINISH FLOOR G'I. GALVINIZED IRON BILK BLOCK' GAL GALLON ! - , , I , BM ._ BEAM H.F. HEM FIR H.C. HOLLOW CORE B.P.BOTTOM PLATE . W. BRD BOARD H B HOSE SIB j t ..... :.__._ :..._: , t 1 � BTTM BOTTOM HCAP HAN61CAP CLG CEILINGINSUL INSULATION CLR CLEAR MECH MECHANICAL / -----_50 FT 5UILDING SET5ACK / GONC CONCRETE MAX MAXIMUM ! , - - ! =-------^------^ --L----'- -------------------------------------- -------- ---- --------- CONT CONTINUOUS MIN MINIMUM I APPROVEi� _ _ _------- APPROVED _ _ _ _ D.F. DOUGLAS FIR O.C. ON CENTER ! Butte COUrIty Enviromme ntal He.0th !� ' OP DEEP PLY PLYWOOD PR. PAIR (E) EXISTING i j}Atg EX. EXISTING RW REDWOOD Signature ! E.N. EDGE NAIL RS ROUGH SAWN i O � ! ! WM ec SOLID CORE F L FLA EW ELECTRIC WELDED WIRE MESH I TOE NAIL T.N./ Q ELEC ELECTRIC STL STEEL F.F. FINISH FLOOR T.P. 70P PLATE i SCALE- I"- 10'-0" I t/ FOB FACE OF BEAM • jAIVI�"CL!E'�T: L HEALTH FOC FACE OF CONCRETE T 4 B TOP AND BOTTOM i f FOM FACE OF MASONRY U.N.O. UNLESS NOTED OTHERWISE I JAN 1 `� 2004 I FOP FACE OF POST W/ WITH ! PL 190 10' 0HI 4 c L IFORNI FOS FACE OF SPUD WD WOOD . . . . I F.H. FiRE HYDRANT WH WATER HEATER I------- — — — — — — — — — — — — - — — - —._ _.___—._.�.- — - •— — — - — — — — — ------------------------------------------- I---•-----•—•--------- ' F.X. FIRE EX'1'INCsUISHER W.I. WROUGHT IRON 4312 TULiYANI DR CHICO I F.G. FINISH GRADE e AT I FIN FiNISH I F.N. FADE NAIL FTG. FOOTING CSL TUL I ( A N i DR I — — -------------•-------•—-----•—---•---•--- --- — —•—•— — —---•-----------•—•---—•-------•-------•—•—•---•----------.-----_---_-L-------------------- 1 1 I 1 I I WELL b ----------------------------------- j BY: D SCOTT JACKSON JOB: SKEET I OF SHEETS Z' I LL 1 GENERAL NOTES REVISIONS December 16, 2003 "tel 4 4 v CL m O `Q U I 43 HE GENERAL CONTRACTOR ANI 0D ALL SUB � I I CONTRACTORS SHALL REVIEW THE PLANS FOR I ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WiTH APPLICABLE CODES PRiOR 25 FT I TO THE START OF CONSTRUCTION. SU$MITTED i -------------------------------- t BIDS WILL BE ACCORDING TO THE REVIEW, i ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND I ' MECHANICAL WiLL COMPLY TO THE CURRENT 2001 I ::' r - :' = D :- CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. i 0 CONSTRUCTION SHALL COMPLY TO ANY AND ALL I i COVENANTS, CONDITIONS O AND RESTRICTIONS i RECORDED AGAINST THE LAND. SAFETY, CARE OF ADJACENT PROPERTIES DURING I O ' J CONSTRUCTION AND COMPLIANCE WiTH ALL (V � APPLICABLE SAFETY REGULATIONS IS AND SHALL BE THE CONTRACTOR'S AND ALL SUB I CONTRACTOR'S RESPONSIBILITY. i I 200 AMP ' FAfBREViATIONB i � I A.B. ANCHOR BOLT GYP. GYPSUM A.F.F. ABOVE FINISH FLOOR G'I. GALVINIZED IRON BILK BLOCK' GAL GALLON ! - , , I , BM ._ BEAM H.F. HEM FIR H.C. HOLLOW CORE B.P.BOTTOM PLATE . W. BRD BOARD H B HOSE SIB j t ..... :.__._ :..._: , t 1 � BTTM BOTTOM HCAP HAN61CAP CLG CEILINGINSUL INSULATION CLR CLEAR MECH MECHANICAL / -----_50 FT 5UILDING SET5ACK / GONC CONCRETE MAX MAXIMUM ! , - - ! =-------^------^ --L----'- -------------------------------------- -------- ---- --------- CONT CONTINUOUS MIN MINIMUM I APPROVEi� _ _ _------- APPROVED _ _ _ _ D.F. DOUGLAS FIR O.C. ON CENTER ! Butte COUrIty Enviromme ntal He.0th !� ' OP DEEP PLY PLYWOOD PR. PAIR (E) EXISTING i j}Atg EX. EXISTING RW REDWOOD Signature ! E.N. EDGE NAIL RS ROUGH SAWN i O � ! ! WM ec SOLID CORE F L FLA EW ELECTRIC WELDED WIRE MESH I TOE NAIL T.N./ Q ELEC ELECTRIC STL STEEL F.F. FINISH FLOOR T.P. 70P PLATE i SCALE- I"- 10'-0" I t/ FOB FACE OF BEAM • jAIVI�"CL!E'�T: L HEALTH FOC FACE OF CONCRETE T 4 B TOP AND BOTTOM i f FOM FACE OF MASONRY U.N.O. UNLESS NOTED OTHERWISE I JAN 1 `� 2004 I FOP FACE OF POST W/ WITH ! PL 190 10' 0HI 4 c L IFORNI FOS FACE OF SPUD WD WOOD . . . . I F.H. FiRE HYDRANT WH WATER HEATER I------- — — — — — — — — — — — — - — — - —._ _.___—._.�.- — - •— — — - — — — — — ------------------------------------------- I---•-----•—•--------- ' F.X. FIRE EX'1'INCsUISHER W.I. WROUGHT IRON 4312 TULiYANI DR CHICO I F.G. FINISH GRADE e AT I FIN FiNISH I F.N. FADE NAIL FTG. FOOTING CSL TUL I ( A N i DR I — — -------------•-------•—-----•—---•---•--- --- — —•—•— — —---•-----------•—•---—•-------•-------•—•—•---•----------.-----_---_-L-------------------- 1 1 I 1 I I WELL b ----------------------------------- j BY: D SCOTT JACKSON JOB: SKEET I OF SHEETS BRACED WALL SCHEDULE'' z, 3, 4 SHEAR WALL 1/2" GYPSUM WALLBOARD ON STUDS SPACED is 24" OC. MAXIMUM. Q DRYWALL SCREWS 0 ? O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x A BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 A REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY =100 0 / FT. ALLOWABLE LOAD/FOOT OPTION Is 304 "THERMO-PLY"STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED 512 STAPLES, 1" CROWN x 1 -1/4" -LEG. CROWN SHALL BE iN LINE WITH FRAMING IS4 MEMBER AT 3" O.C. EDGE, 12" FIELD. ALL WITH BLOCKING REQUIRED a ALL EDGES. 1,23/8" CAPACITY 200 */FT. 3/8" OPTION 2: .g 3/8" CDX -PLYWOOD ON Sios5 SPACED 0 2411'O.C. MAXIMUM WITH 8d 3/8"CDX 0 6" O.C. EDGE, 12" O.C. FIELD. ALL VE12TICAL`'EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL H0121ZONTAL EDGES. CAPACITY ='260 #/FT. PLYWOOD CDX OPTION 3s CDX 1/8" (3 COAT) STUCCO ON STUDS SPACED 0 24" O.C. MAXIMUM. NAIL OR STAPLE 2 SIDES TO ALL STUDS, TOP AND BOTTOM PLATES WITH NO. 11 GAGE, 11/2" LONG, 7/16" 2 SIDES HEAD 012 NO.16 GAGE STAPLE, 7/8" LEGS 0 6" O.C. MAX. TO ALL STUDS, AND Sd 0 63. ` TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY =180 #/FT. 8d 0 3"3 ALTERNATE BRACED PANEL- 3/8" CDX PLYWOOD ON STUDS SPACED 0 24" O.C. 8d 0 4" 3 MAXIMUM WITH Sd 0 6" O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL IOd 0 3" 3 BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. 8d 012" INSTALL i/211 DIAMETER ANCHOR BOLTS WITH l" MIN. EMBEDMENT A PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL` HOLDOWNS A5 SHOWN _Sd 12" Sd 012" ON PLANS. FOR RETROFIT SITUATIONS, SEE NOTE 4. NOTES. - 1. FORA AND //f3\ - NAIL SILL PLATE TO WOOD FLOOR (WHERE OCCURS) WITH 4-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. a 4'-0" O.C. MAX. SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH i BOLT LOCATED WITHIN 12" OF EACH END. 2. AT INTERIOR WALLS FORA ANDA ANCHOR BOLTS MAY BE REPLACED WITH 1/2" HILTI-KW1K BOLT KB2-31/2" EMBED. AND ONE HOLT a 12" FROM EA. END. SPACE A 48" O.C. INTE1221012 FOOTiN66 SHALL BE A MiNIMUM OF 12" WIDE AND 10" THICK (INCLUDING`SLAB THICKNEtSS) UNLESS OTHERWISE NOTED ON PLANS. 3. FOR ® : INSTALL ANCHOR BOLTS AT ONE-FIFTH POINTS (3 BOLTS PER PANEL) 4. FOR ANCHOR BOLTS REQ'D 1N RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1. 5. OPTION i, 2 OR 3 MAY BE USED (CONTRACTOR'S OPTION). SHEAR WALL SCHEDULE SHEAR WALL © Q 03 A 0 A U. ALLOWABLE LOAD/FOOT 208 304 392 512 608 IS4 940 1,23/8" a 3/8" 3/8" 3/B" 3/8"CDX 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX CDX 2 SIDES 2 SiDES 2 SIDES EDGE NAILING Sd 0 63. ` 8d a 'd"3 8d 0 3"3 Sd :0 20 3 8d 0 4" 3 8d 0-3" 3 IOd 0 3" 3 FIELD NApNG5 8d 012" 8d 012". _Sd 12" Sd 012" 8d a i2" 8d 012" 1!�d 012" FOUNDATION SiLL 2X 2X r 2X 2X 3X : 3X 3X PLATE THICKNESS6 CLiP, BLOCK'l L550 L550 L590 L690 L590 1_590. _ L590 TO PLATE 0,24" 816" IS 20" 911411 012" 010" 0811 5/0,10 5/8110 5/8110 5/8,10 5/8110 5/8,10 5/8110 ANCHOR BOLT a 48"oz. 42" OZ. 16" or– 12" OZ. 26" OZ. 20" OZ. iS" O.C. SPACING 1/2" 0 1/2110 1/2110 1/2110 1/2110 1/20 4 1/2110 42" OZ. 30" OZ. 11" OZ. 8" o.C. IS" O.C. 14" OZ. II" OZ. RETROFIT ANCHOR1O RFS05xt0 RF305XIO RFB"5xio RFB"5x10 RFB"9x10 RFB*5xlO RFB"5x1O BOLT SPACING 48" OZ. 42" OZ. 16" OZ. 12" OZ. 26" OZ. 20" OZ. 18" O.C. 1. OVER :DOUGLAS FIR STUDS 0 ib" OC., HEM-FiR TOP PLATES ARE OKAY 12. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WiDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE04 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, MAiLS WITH A PARTIAL HEAD ARE NOT PERMITTED. 6. PRESSURE TREATED DOUGLAS FiR SILLS REQUIRED, 1. SiMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. S. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 9. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. li 10. FOR ANCHOR BOLTS REQ'D IN RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1. 10 i M N ci o. 0 0 0 � v X � M � Lo �o 0 D 0o co O 2 � MO (� ! ai �n o .s= 0 N CNU6— L 0 L l LA i.. ■ 0■ e5 L O 01A) r R W ul '; V Design: J.P. Checked:,- JMR Date- 9-16-02 Job ,No. 79M Sheet- A-2 _O U. _Q w z T CC m a 0 w I LLI m Q 04) W U a m �. co v :v O Design: J.P. Checked:,- JMR Date- 9-16-02 Job ,No. 79M Sheet- A-2 U. _Q w z T CC z a 0 w I LLI m Q 04) W U w �. co v Design: J.P. Checked:,- JMR Date- 9-16-02 Job ,No. 79M Sheet- A-2