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Home My WebLink About039-460-070B07-0171 039A60-070 MISCELLANEOUS Private Pool POOL MASTER # MP07-001(LV1j" 2503 TRACY RANCH RD ` SHERWOOD, BARRY & GAYLEu�� z Lu i � f � . 039-460-070 02-0781 .g N QED RYTHER, CLARK �3TRACY RANCH RD, CH1 CONT: RYTHER DAILY CONST NSF 4BR 0-7 0 hlorthStar ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Ryther residence LOCATION: Lot #29, Durham Land Estates, Butte Co., CA OWNER: . Clark Ryther JOB NUMBER: 7746 DATE: April -02 CODES: California Building Code, 1998 Edition 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: ; BUILDING DEPARTME Pf: 16 psf D PIR O—V F-6 Q sji¢102 Ptf Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) Min. Footing Depth: 12 inches 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 2 2 F1c,5- DATE: :� ——� ✓ %� JOB NO: t ✓ PAGE OF C)- rthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: DATE: JOB NO: ri 7 PAGE OF cilLn \ ) � �- Nk m M- filk rt tar ENGINEERING Civil Engineers- Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NorthStar BY: SM/JR ENGINEERING DATE: April -02 JOB NO: 7746 PG. of PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf FRAMING 5.0 psf INSULATION 2.5 psf GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf DEAD LOAD 17.0 psf SNOW LOAD (Pf) 16-0-psf, TOTAL LOAD 33.0 psf 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 LATERAL SEISMIC: Zone = 3 FOR LOADS R= 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = SD FOR STIFF SOIL PROFILE I= 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16 - Q Cv = 0.54 PER UBC TABLE 16 - R Ct = 0.02 FOR ALL -OTHER BUILDINGS hn = 19.0 ft T = 0.18 secs V= 0.54 *1/ (4.5* 0.18)= 0.66W Vmax = 2.5 * 0.36 * 1 / 4.5 = 0.20 W Vmin = 0.11 * 0.36 * 1 = 0.04 W For seismic zone 4: Vmin = 0.8 * 0.30 * 0.0 * 1 / 4.5 = 0.00 W Max sw % = 13% Use V = 0.20 W Lw = 4.0 ft AB =, 3450 ft^2 _ r(max) = v*(10/Lw)= 13 % * 10 / 4.0 = 0.33 p = 2 - 20 / (r -max * (Ab)^0.5) = 2-20/ (0.33 * 3450 ^0.5)) = 1.00 E = p * VW = 0.20 W PER UBC EQ. 30-1 NETFORCE= 0.20W/1.4= 0.14W WIND: EXP = B SPEED= 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 0.62 Cq*qs*Ce = 11.7 psf ` 15'- 20'= 0.67 = 12.6 psf • 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf 30' - 40' = 0.84 = 15.8 psf NorthStar 20 DECLARATION DRIVE ENGINEERING cHlco, CA 95973 BY: SM / JR 530-893-1600 DATE: April -02 FAX 530-893-2113 JOB NO: 7746 PG. , — of 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 waterproofing 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: SM / JR Date: 4/16/02 Job No: -1 � +(p Page V of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid A INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lswl I, L2 I,Lsw2 I, L3 L1 = 0.0 ft Lswl = L2 = 35.0 ft Lsw2 = L3 = 24.0 ft Lsw3 = L4 = 0.0 ft Lsw4 = L5 = 0.0 ft Lsw5 = L6 = 0.0 ft 25% LENGTH OF SHEARWALL (LswTOT) _ TOTAL LENGTH OF WALL (L) = NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEARWALL PANEL SECTION, TYP. L4 I, Lsw41, L5 I,Lsw5 I, L6 H / W ratio 4.0 ft v 2.25: 1 4.0 ft 2.25: 1 0.0 ft 0.0 ft 0.0 ft 8.0 ft WALL HEIGHT = 9.0 ft 67.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 71.0 ft 13.0 ft 17.0 psf 12.5 ft 923 ft^2 59 Ib/ft 280 Ib/ft 25% PARALLEL WALL 67.0 ft 9.0 ft 10.0 psf 4.5 ft 603 ft^2 90 Ib/ft 108 Ib/ft 100% PERP. WALL 60.0 ft 9.0 ft 10.0 psf 4.5 ft 540 ft^2 0 Ib/ft 96 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Fotal wDL = 149 Ib/ft Total vegDL = 484 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L 0 Ib/ft 25% TRIBUTARY WALL AREA,FOR WIND (Aw) = 165 ft^2 BUILDING HEIGHT TO.USE FOR WIND PRESSURE, (Hbuild) = 20.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.6 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 484 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 260 lb/ft GOVERNING LATERAL FORCE v ov = 484 Ib/ft SEISMIC GOVERNS By: SM / JR N®rthStar 20 DECLARATION DRIVE Date: 4/16/02 ENGINEERING CHICO, CA 95973 Job No: -7 - 4C141 530-893-1600 Page 7 of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid A UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 4421 ft - Ib /ft WIND= (v w) * cgw = 2605 ft - Ib /ft max (mo) = 4421 ft - Ib Ift OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1706 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + L2) _ (112" dia. anc. bolt). (518" dia. anc. bolt) 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L_3 + Lsw3 + L4) = Sill plate Anc. bolt Sill plate Anc. bolt 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib thick. in s acin ft thick. in spacing (ft) 2X 1.71 2X 2.45 Req'd: SHEAR WALL NO. 3 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr. M/D allthrd dia. HD Holdowns Lswl = 4.0 ft 17684 ft -Ib 1010 ft -Ib 41681b 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lsw2 = 4.0 ft 17684 ft -Ib 1010 ft -Ib 41681b 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 01b Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1706 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + L2) _ -318 Ib DSF4 = vgov * (Lswi + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 1388 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L_3 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 1706 Ib MIN. DRAG STRUT FORCE _ -318 Ib s USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 4/16/02 Job No: -7 ? Page C5 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid D INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 L1 = 8.9 ft L2 = 6.3 ft L3 = 20.0 ft L4 = 6.7 ft L5 = 0.0 ft L6= 0.0 ft L3 N®rthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I, Lsw4L L5 LLsw5 I, L6 LENGTH OF SHEARWALL (LswTOT) = 11.7 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 53.5 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD,.% TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIG. COMPONENT LENGTH v H / W ratio Lsw1 = 5.0 ft wDL 1.80: 1 Lsw2 = 2.7 ft 62.0 ft 3.38: 1 Lsw3 = 4.0 ft 1302 ft^2 2.25: 1 Lsw4 = 0.0 ft PARALLEL WALL 80.0 ft Lsw5 = 0.0 ft 4.5 ft 720 ft^2 LENGTH OF SHEARWALL (LswTOT) = 11.7 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 53.5 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD,.% TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIG. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. 62.0 ft 21.0 ft 17.0 psf 12.5 ft 1302 ft^2 207 Ib/ft 271 Ib/ft 50% PARALLEL WALL 80.0 ft 9.0 ft 10.0 psf 4.5 ft 720 ft^2 135 Ib/ft 88 Ib/ft 100% PERP. WALL 100.0 ft 9.0 ft 10.0 psf 4.5 ft 900 ft^2 0 Ib/ft 110 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 342 Ib/ft Total vegDL = 470 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 165 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 20.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.6 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 470 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 179 Ib/ft GOVERNING LATERAL FORCE v ov = 470 Ib/ft SEISMIC GOVERNS By: SM / JR northStar 20 DECLARATION DRIVE Date: 4/16/02 ENGINEERING CHICO, CA 95973 Job No: 530-893-1600 Page 0/ of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid D UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 4283 , ft - Ib /ft WIND = (v w) * cgw = 1787 ft - Ib /ft max (mo) = 4283 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Nilo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 913 Ib DSF2 = vgov * Lswi - (vgov * LswTOT / L) * (1-1 + Lswl) = 923 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) -787 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 682 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + _L3 +'Lsw3 + L4) = Sill plate Anc. bolt Sill plate Anc. bolt 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb thick. in s acin /ft thick. in spacing (ft) 2X 1.76 2X 2.53 Req'd: SHEAR WALL NO. 3 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 5.0 ft 21415 ft -Ib 3628 ft -Ib 3557 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 2.7 ft 11393 ft -Ib 1027 ft -Ib 3897 Ib 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 1* Lsw3 = 4.0 ft 17132 ft -Ib 2322 ft -Ib 3702 Ib 5/8 RFB#5x16 / ET -22 PHD5 / 2-2x / SSTB24 Lsw4 = 0.0 ft 0 ft -Ib Oft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not re 'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 913 Ib DSF2 = vgov * Lswi - (vgov * LswTOT / L) * (1-1 + Lswl) = 923 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 283 Ib DSF4 = vgov * (Lswi + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 1260 lb DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) _ -787 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 682 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + _L3 +'Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) *'(Ll + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 1260 Ib MIN. DRAG STRUT FORCE _ -787 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES No By: SM / JR Date: 4/16/02 Job No. Page t,-9 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 3.5 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR.WALL PANEL SECTION, TYP. I, L1 [Lswl I, L2 [Lsw2 I, L3 [Lsw3 [ L4 [ Lsw'k L5 [Lsw5 I L6 I L6 = 0.0 ft .LENGTH OF SHEARWALL (LswTOT) = 11.5 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 52.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W H / W ratio L1 = 0.0 ft Lswl = 11.5 ft Q 0.78: 1 L2 = 40.5 ft Lsw2 = 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft' Lsw4= 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft .LENGTH OF SHEARWALL (LswTOT) = 11.5 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 52.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 52.0 ft 15.5 ft 17.0 psf 12.5 ft 806 ft^2 132 Ib/ft 170 Ib/ft 50% PARALLEL WALL 52.0 ft . 9.0 ft 10.0 psf 4.5 ft 468 ft"2 90 Ib/ft 58 Ib/ft 100% PERP. WALL 65.0 ft 9.0 ft 10.0 psf 4.5 ft 585 ft^2 0 Ib/ft 73 Ib/ft 0% ROOF DIAPHR. #2 29.0 ft 12.5 ft 17.0 psf 12.5 ft 363 ft^2 59 Ib/ft 77 Ib/ft 50% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 281 Ib/ft _ Total vegDL = 378 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 270 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 16.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.9 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 378 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 279 Ib/ft GOVERNING LATERAL FORCE (vgov) = 378 ib/ft SEISMIC GOVERNS By: SM / JR N®rthStar 20 DECLARATION DRIVE Date: 4/16/02 ENGINEERING C H I CO, CA 95973 Job No: J '`l 530-893-1600 Page � I of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid 3.5 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 3673 ft - Ib /ft WIND = (v w) * cgw = 2788 ft - Ib /ft max (mo) = 3673 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in §12gcinq (ft)thick. in spacing (ft) 2X 2.19 2X 3.14 Req'd: SHEAR WALL NO. 2 DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lsw1) = 3382 Ib Uplift A-307 Retrofit 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = Length Mo Mr MID allthrd dia. HD Holdowns Lsw1 = 11.5 ft 42242 ft -Ib 15794 ft -Ib 2300 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0'ft-Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lsw1) = 3382 Ib DSF3 = vgov * Lswi - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 3382 Ib MIN. DRAG STRUT FORCE = 0 Ib d► USE: MSTC40 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 4/16/02 Job No: 1 1 �. Page � .Z of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 4 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 L1 = 25.0 ft L2 = 14.0 ft L3 = 0.0 ft L4 = 0.0 ft L5 = 0.0 ft L6 = 0.0 ft L3 NorthStar ENGINEERING Lsw1 = 4.0 ft Lsw2 = 4.0 ft Lsw3 = 0.0 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I Lsw4l L5 LLsw5 I, L6 H / W ratio 2.25: 1 2.25: 1 LENGTH OF SHEARWALL (LswTOT) = 8.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 47.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 30.0 ft 8.0 ft 17.0 psf 12.5 ft 240 ft^2 87 Ib/ft 73 Ib/ft 100% PARALLEL WALL 28.0 ft 9.0 ft 10.0 psf 4.5 ft 252 ft^2 54 Ib/ft 45 Ib/ft 100% PERP. WALL 24.0 ft 9.0 ft 10.0 psf 4.5 ft 216 ft^2 0 Ib/ft 39 Ib/ft 0% ROOF DIAPHR. #2 29.0 ft 12.5 ft 17.0 psf 12.5 ft 363 ft^2 0 Ib/ft 110 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 140 Ib/ft Total vegDL = 266 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L 0 Ib/ft 100% TRIBUTARY WALL AREA FOR WIND (Aw) = 250 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 16.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.9 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 10.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 266 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 371 Ib/ft GOVERNING LATERAL FORCE (v ov) 371 Ib/ft WIND GOVERNS By: SM-/ JR N®rthS#ar 20 DECLARATION DRIVE Date: 4/16/02, ENGINEERING CHICO, CA 95973 Job No: `i (5 530-893-1600 Page j 2 of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid 4 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) ' ... = 2662 ft - Ib /ft WIND =(v w)*cgw= 3711 ft -lb/ft max (mo) = 3711 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 1579 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) _ -347 Ib DSF3 = vgovLswl - (vgov ` LswTOT / L) " (L1 + Lswl + 1-2) _ (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov • LswTOT / Q ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov ` LswTOT / Q ` (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = Sill plate Anc. bolt Sill plate Anc. bolt O Ib DSF10 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov . LswTOT / L) • (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib thick. in s acin ft thick. in spacing (ft) 2X 2.23 2X 3.20 Req'd: SHEAR WALL NO. 2 I7 HOLDDOWNS FOR SHEARWALL. Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 4.0 ft 14844 ft -Ib' 749 ft -Ib 3524 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 4.0 ft 14844 ft -Ib 749 ft -Ib 3524 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib O'ft-Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov " LswTOT / L) ' L1 = 1579 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) _ -347 Ib DSF3 = vgovLswl - (vgov ` LswTOT / L) " (L1 + Lswl + 1-2) _ -1232 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswi + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov • LswTOT / Q ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov ` LswTOT / Q ` (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov • LswTOT / L) ` (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = O Ib DSF9 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = O Ib DSF10 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov . LswTOT / L) • (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 1579 Ib MIN. DRAG STRUT FORCE _ -1232 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES v r❑ IN NorthStar Engineering 20 Declaration Drive Chico, CA 95973 Page of Rev: 550100 User: Kw 0603075, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software Description ryther residence Title: / I^' Dsgnr: C Description Scope: Timber Beam & Joist d Job # - —I Date: 3:49PM, 11 APR 02 Page 1 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements t ^,•`<C,:». �.....wu'a,:4.a-.s_.,...:.».TYet;..L fr<tdva::<.x;.:Ca•i.3:.�..,.�.._:;...�z3t...c....�N....,w.:�sw•..R..[..ts...C..e_..wwxJu.Nmex<...s>, B1 a�E�.+_sY.ut_5atl.,W.«s.� .:sw�.ac�x M..,�e.:a...lu.,.4,.wr..... ,.t Timber Section 3.125x15.0 Beam Width in 3.125 Beam Depth in 15.000 Le: Unbraced Length ft 2.00 Timber Grade >ouglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 Fv - Basic Allow psi 190.0 Elastic Modulus ksi 1,800.0 Load Duration Factor 1.000 Member Type Glul-am Repetitive Status No Center Span Data i s iNrtwrAlirL•W:3h.r._lv^..::<.o.._�'J)r.'�.bwt,3.:::11/' w4v.'a1.:c:iHl:3:e:..1tJ:'533.`auL-..:ehzrsvLxc.l. s:4<.aer'r=J:n us .:n .J.[.uN+:cW.•'+v1M+uiu..i::hl4:L+ti'+w.a1Sw.Yi'!.G: Lt:tit::'.Gh..e3u.Yias:aLaa.:Y.�u'3..::sn. :�N+U4iffi.Y fe..c.arYi:.:Y Span ft 20.00 Dead Load#/ftl 155.00 Live Load #/ft 145.00 R:e UItt Ratio = 0.6463 s r .:.ez:eatr.:e..+rlsxei:.=�n.s..ltn;,.,w.S: ..3Ja.ru,..�o.�v-...,awa:.1.s;......:-.lr.:rl�,.•caiiie,xd.eSxeLe:.v.._.:.v.a.rmw=x..•hi. lti.:::mit..:,�ri._.s.�:•,s].�u.....va•:ch:tw'.o-.Y.mCrss,'si:.%s•c.�.w+iN.Les:.-:.:...ur..nv.tac.e..siil.r:.u�+...]x:W:.,..G.. uU::.lir.+[� Mmax @Center in -k 180.00 @X= ft 10.00 fb : Actual psi 1,536.0 Fb : Allowable psi 2,376.6 Bending OK fv : Actual psi 84.5 Fv : Allowable psi 190.0 Shear OK Reactions R @ Left End DL lbs 1,550.00 LL lbs 1,450.00 Max. DL+LL lbs 3,000.00 @ Right End DL lbs 1,550.00 LL lbs 1,450.00 Max. DL+LL lbs 3,000.00 Deflections Ratio OK iL-•ahTiiY'.Ei�i4%N...:.:1a{o14KK�...La-v3:a�..:5'A•..•• >'..4?'nGe a.::Vdd.a:aa•.•—.:-•:--I.ise.�JaST:.:VG:GXL•:w3u.`..ins:-:.-.•••c-i'wlU15G3L�<...5' ...1YkC.eL'.t" 'Sr::Ss'.Ja's: •• •- vc..r:ie'L•:e=.•-•'-'_.i+...irP:P'+fi..uvL'•Cs.�:w{Si Center DL Defl in -0.353 L/Defl Ratio 680.5 Center LL Defl in -0.330 L/Defl Ratio 727.4 Center Total Defl in -0.683 Location ft 10.000 L/Defl Ratio 351.6 BY: SM / JR NORTHSTAR ENGINEERING April -02 20 DECLARATION DRIVE JOB NO: r -7 ''-f CHICO, CA 95973 PG. 15 OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3.5 IN WIDTH = 1.5 IN LENGTH (L) = 9 FT L / DEPTH = 30.86 OKAY < 50 AREA = 5.3 SQ.IN S . _ - 3.06 CUTIN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf = 1.5 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1350 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.5 SIZE FACTOR PER TABLE 4A.IN NDS (1.0 FOR 6X POST) Fc* = 2025 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 504 FcE = KcE*E' / ( (L/d)(L/d) ) F'c = 474.9 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SQRT((1+FcE /Fc*)/2c')((1+FcE /Fc*)/2c') (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 1310 LBS fc = P / A = 247 PSI F'c = 474.9 PSI OKAY F'c > fc WIND LOAD = 15.6 PLF MOMENT = 1895 IN -LBS (MAX.) F" b = 1796 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 619 PSI UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X4 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. Fc: 2.5 ksi Fy: 40.0 ksi Allow. soil brg.: 1.5 ksf Lt. wt. conc. fact.: 1.00 Spread Footing Calculations Load factors - DL:1.60 Col. dim., x-dir.: 3.5 in LL: 0.00 Col. dim., y-dir.: 3.5 in Min. reinf. ratio: 0.0020 Loads DL LL kis LKOI Min. req'd. ftg. dims. (ft) X Y_ - Actual ' ftg. dims. (ft) X Y Actual soil brg. ks Depth req'd (in) Beam Punch. shear shear Act. "d" to rebar Jin.j Ftg. thick. ttjksi Vpunch vu / phi As req'd (x-dir) ult. min. s .in. s . in. As req'd (y-dir) ult. min. s . in. s . in. 1:4 0.0 0.97 0.97 1.00 1.00 1.40 0.66 0.69 8.00 12.00 0.001 0.01 0.29 0.01 0.29 3.2 0.0 1.46 1.46 1.50 1.50 1.42 1.14 1.42 8.00 12.00 0.010 0.03 0.43 0.03 0.43 5.7 0.0 1.95 1.95 2.00 2.00 1.43 1.61 2.21 8.00 12.00 0.022 0.07 0.58 0.07 0.58 9.0 0.0 2.45 2.45 2.50 2.50 1.44 2.10 3.07 8.00 12.00 0.039. 0.15 0.72 0.15 0.72 13.0 0.0 2.94 2.94 3.00 3.OQ 1.44 2.58 3.94 8.00 12.00 0.060 0.27 0.86 0.27 0.86 17.5 0.0 3.42 3.42 3.50 3.50 1.43 3.03 4.78 8.00 12.00 0.083 0.43 1.01 0.43 1.01 23.0 0.0 3.92 3.92 4.00 4.00 1.44 3.52 5.68 8.00 12.00 0.111 0.67 1.15 0.67 1.15 29.0 0.0 4.40 4.40 4.50 4.50 1.43 3.98 6.55 8.00 12.00 0.142 0.97 1.30 0.97 1.30 36.0 0.0 4.90 4.90 5.00 5.00 1.44 4.48 7.47 14.00 18.00 0.063 0.77 2.16 0.77 2.16 43.0 0.0 5.35 5.35 5.50 5.50 1.42 4.90 8.30 14.00 18.00 0.077 1.02 2.38 1.02 2.38 51.0 0.0 5.83 5.83 6.00 6.00 1.42 5.35 9.17 14.00 18.00 0.092 1.34 2.59 1.34 2.59 60.0 0.0 6.32 6.32 6.50 6.50 1.42 5.83 10.08 14.00 18.00 0.109 1.72 2.81 1.72 2.81 70.0 0.0 6.83 6.83 7.00 7.00 1.43 6.33 11.01 14.00 18.00 0.129 2.18 3.02 2.18 3.02 80.0 0.0 7.30 7.30 7.50 7.50 1.42 6.78 11.88 14.00 18.00 0.148 2.69 3.24 2.69 ' 3.24 91.0 0.0 1 7.79 7.79 1 8.00 8.00 1 1.42 1 7.25 12.78 1 14.00 1 18.00 1 0.169 1 3.29 3.46 1 3.29 3.46 n N = O 0 T 0 O m cn x C' (7 0 c.n o y y W Qo r O O T (Ono w O - W Q, z O N O o y � w CO 70 CO< -,j m CO The Pred.flacted Holdown (PHO) is a revolutionary development in holdown c.nnections. Predeflected during manufacturing, the PHO virtually elim'.-fates deflection from material stretch. PECIAL FEATURES: Typical I • Wood strews reduce slip due to overdrilled bolt holes. Installa • Smaller centerline reduces eccentricity in the stud. • No stud bolts to countersink. Hold • The slot in the seat provides anchor bolt adjustment. • Fits eas?iy on a 4x stud. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General Notes. • Place t ,e PHD over the anchor bolt. • Install Simpson's code -recognized SDS'/4X3 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. • See SSTB Anchor Bolts, page 25, for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a speci'ic job. Anchorage length should take the bearing plate height of 15/e" into account, to ensure adequate length of threads to engage the nut. For 3x sill plates use SSTBL. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without -splitting the wood CODES: ICBO 5328; City of L.A. RR 25300. Model Ga No. Dimensions W I H I B I CL Fasteners No. of Anchor Simpson Dia. SDS);X3 Wood Screws PHD2-SDS3 14 1 3 ! 9ya i 2/ : 1/ / 10 PHD5-SDS3 14 1 3 11 /; 21, ; 1 / % 14 PHD6-SDS3 12 3y 113'3!6 2/ 1'/ Y. 18 PHD8-SDS3 10 3Y 1 173{ 22/ 13/ 1 1/ 1 24 1.Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrolit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3. or the wood screwy value. ._ w ®I PHD5 (other; Q II H similar US Patent o 5,979,130 0 B. For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. Allowable° Holdown5 Holdownl Avg (Tension Loads Deflection Deflection 2.2x and at Highest at Highest Ult Greater Vertical Allowable Allowable (Wood Member Design Load Design Load (133) I Flush Raised 12,520 , 3610 .033 j .076 I 15,670 ' 4685 .047 I .111 18.2501 5860 I .045 .077 21,2431 6730 I—_051 .060 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed 'h- right angle drill with a 3e hex head driver. 7.PHD installed raised off the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws _ (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-2x6 members in two load capacities. • Concentric to eliminate bending on the stud. • Install Simpson's code -recognized SDS'/4X2'/2 wood screw s. which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/a' of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 21/2'. CODE: Submitted to ICBO 3/01. ' Model Post :i Anchor; Number Allowable Holdown Deflection No. W Size ; H I B Bolt : of SDS Tension at Highest Allowable L SHOWN :1/4x21/2 Top View (133) Design Load �H_DC5/22-SDS2.5 2-2x 3'/e 93'z i 5/a 12_ _4870 4870 _.032 .032 HDC5/4-SDS2.5 _3 1 4x 39/,e i 9' z 3 I 5/a 12 'HDC10/22-SOS2.51 2-2x3'/a 1143/a 1 3 1/e 24 9665 _ .075 I HDC10/4-SOS2.5 I 4x 9665 .075 1.The designer must speci', anchor bolt type, length and embedment. See the SST 3 Anchor Bolts. 2. See page 10 and 32 for retrofit anchor bolt. 3. Loads are based on static tests on wood studs, limited by the lowest of 0.12 defleection, ultimate divided by 3. or the wrood screw value. 8.SDS1Ax3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Ham -Fir loads, request Technical Bulletin T-HEMAR. I ° ° I ° H ° ° ° ® ' 12,/,. HDC10 US Patent Pending 4. Deflection at Highest Allo%vable Design Load: The deflection of a holdown measured bM%een the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a stax load test conducted on a steel jig. 5. Installs best ::pith a lo:•: saced :2' drill with a 4i hex head driver. �. -7A� For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. ruses SOS 1/1 x2'/i ° Scre:vs 0 Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 SDS'/4X3 :i Screw US Patent No. 6,109,850 i See screw HANGER Info On NOT SHOWN page 8 Top View Typical i1 Concrete Wall PHD Offset Installation 8.SDS1Ax3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Ham -Fir loads, request Technical Bulletin T-HEMAR. I ° ° I ° H ° ° ° ® ' 12,/,. HDC10 US Patent Pending 4. Deflection at Highest Allo%vable Design Load: The deflection of a holdown measured bM%een the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a stax load test conducted on a steel jig. 5. Installs best ::pith a lo:•: saced :2' drill with a 4i hex head driver. �. -7A� For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. ruses SOS 1/1 x2'/i ° Scre:vs 0 Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 c.i z 0 w CD Z 0 2 SSTBANCHOR BOLTS Identification Extensive SSTB testing has been done to determine the design load capacity , on the bolt at a common application. the garage stem wall. Design loads are based or, the SSTB is 31/2'-: head showing W ultimata. from a series of five tests, with a three -times safety facie'. SSTBL is 5t2' ? + embedment AM PECIAL FEATURES: • Rolled threads for higher tensile capacity. L;16 angle. i'.4' ' • Offset angle reduces side -bursting, provides more concrete cover.SSTB16 ; EMBEDMENT • Stamped embedment line aids installation.ELINE (others EVE-_ NT ; • Configuration results in minimum rebar interference. similar) "' 14' : MATERIAL: ASTM A307 z " INSTALLATION: • SSTB is used for monolithic and two -pour installations. U.S. Patent SLAB • Nuts ano washers are not supplied with the SSTB; install 5,317,850 standard nuts, couplers and/or washers as required. le le REINFORCED CONCRETE FOUNDATION • Install SSTB before the concrete pour using an MKP or AnchorMa': (see page 11). Install the SSTB diagonally at approximately 45° from the ':call. — Install one #4 rebar 3" to 5" from the top of the foundation. ! FOOTING • The SSTB does not need to be tied to the rebar. • Minimum concrete compression strength is 2500 psi. Unless noted - otherwis=. no special inspection is required for foundation concretle MIN. EDGE when the structural design is based on concrete no greater than 2500 psi (1997 Uniform Building Code, section 1701.5.1). 3.105, r Double Pour Installation • Use 90'.•o of the table load for 2000 psi concrete. (SSTB20, 24 and 34) REINFORCED CONCRETE BLOCK %J RJAR • Before concrete pour, install diagonally at approx. 45' in the cell • Horizontal 4 rebar (minimum 56" long)—approx. one rebar 12" from °°, �L��''8; oia. 45° 135°/9045° 135° the top and two debars approx. 28' from the top. Vertical ••#'4 rebar ''; sS1B ° (minimum 24" long)—install with maximum 24" o.c. spacing. t • Grout all cells with minimum 2000 psi concrete. Vibrate the O ° • ° O grout per the 1997 Uniform Building Code, section 2104.6.2.jc j OPTIONS: Available in hotdip galvanized; consult factory.D�E_ ° 0>° CODES: ICBO 4935, City of L.A. RR 25248. ° 1 Plan View of SSTB Placement SELECTION TABLE — in Concrete Stemwall Model 12x, 3x, 2.2x Sill Plates Typical SSTB No. `Mono Pourj Two Pour Installation PHD2' p H02A TYPICAL PLAN VIEWS OF REBAR INSTALLATION ®� LTT20B SSTB16 SST620 LTT131 HTT16 T-- HD5A- PHD5'j------ PLACE MTT286 SST620 ; SSTB24 I = J , DIAGONAL1 I ii IN CORNER z = °• I I HTT22 --- --- '------- �� APPLICATION v w HDC5/22 SSTB24 O:: : ¢ HDC5/4 �m /ii 12'MIN. FOR c < WDIA. SSTB x PHD6FOR FULL LOCATE \ ¢ PHD8' I TABLE LOAD "Rox ' z HD6A i ;o'.ra.AE� •. g yt z (/.°.I\\ . HD8A SSTB28 I SSTB34 5 I 5" H010A HD08 � MIN. . I MIN. HDC10/22 ? ` ,.• � I 11s'NUN. HDC10/4—i - 1,. MIN. Continuous Typical SSTB Installation 1.SSTBL models are recommended for Corner Installation Stemwall End Wall with mudsill and holdown PHO holdowns on 2.2x and 3x sill plates. Modell ISlemwalll Min — 1 Width Dia Length Embed No �i—Width i le Avg Concrete I Tension Load (133)' z —Allowable ( Concrete' 1'c = 2500 psi Concrete Block Concrete Block End SST816 6 _ 1 5/s 175/4 125/4 —Ulf 13640 j 4420 4780 1850 _SSTB20 i 6 5/8 215/s 165/s 14745 I _4600 i 4780 _1850 SSTB24 6 5/s 255/8 205/8 16439 j 5175 j 4780 1850 SSTB28' j 8 j 7/s j 29'/s 247/. 32700 10100 6385 4815 SSTB34 8 j 7/8 347/4 j 287/s 32700 j 10100 j 6385 4815 SST836 8 /8 j '/s j 361 128'/8 32700 10100 j 6385 4815 I. Loads may not be increased for shot; -term loading. Loads apply to earthquake and wind loading. Minimum anchor center -to -center spacing is 21e for anchors acting in tension at the same time for full load. 3.The SSTB vias 'tested in a stem wall vrith a minimum amount of concrete cover. 4. Maximum allowable load is 8150 lbs. for SST828. 34 and 36 when used 5- from the end of a concrete foundation. Use full table load vihen installed 24' from the end or installed in a corner condition (see illustration). 5. Connection is limited by the loviest of bolt or holdovm capacity. 6.PHD and HTT minimum end distance is 43/e". 7. Order the SSTBL mod -:s for longer thread length (51/2-). SSTBL and SST3 loads are the same. 8.The minimum end distance lot slab on grade Strong -Wall' Shea:wali is YA". The SSTB28 in a o" stemwall with an and wall condition and a 3 i;" end distance has a Iced of 6800 lbs. The SSTB in a 8" stemwall with ar e. -.d well condition and a 37re' end distance has a 1 a_` of 7690 lbs. 0 Typical SSTB Installation in Grouted Concrete Block • � t 25 See Hanger tables on pages 47 to 53. See Hanger Options on pages co T 149 to 154 for hanger modifications, which may result in reduced loads. 11 These ha-.gers have the highest loads of any face mount hangers! 41 All hanc:•s in this series have double shear nailing. This patented j innovation c ;tributes the load through tv.,o points on each joist nail for u G H I greater siren -:,d_th. It also allows the use of fewer nails, faster installation. �d the use of s:_ndard nails for all connections. (Do not bend or remove ti::_) t. 0� I , MATERIAL: See tables, pages 47 to 53. y� T FINISH: Ga!'. anized. Some products available in slain!css steel or Z -MAX: see Ccrrosion-Resistance, page 5. INSTALLATION • Use all specified fasteners. See General Notes. B a • Nails rust be driven at an angle through the joist or truss into the--� header to achieve the table loads. LUS28 HUS210 • Not designed for welded or nailer applications. (HUS26, HUS28, • 16d s;^kers (9 gauge x 31/4") may be used where 1 Od commons are and HHUS similar) speclf ed with no reduction in load. Where 16d commons are spec I.ed. DAvg i Ulloor t IOd c_:-nmons or 16d sinkers (9 gauge x 31/4") may be used at 0."_= CODES: BOCA, ICBG, SBCCI Nos. of the ;able load. Double • With 3x carrying members, use 16d x 21/2" nails into the header Shear and t 6d commons into the joist with no load reduction. With 2x Nailing carrying members, use IOd x 11/2" nails into the header and 1 Od su1P5°" Side View commons into the joist, reduce the load to 0.64 of the table value. s•oly 758 OPTIONS: • LUS hangers cannot be modified. U.S. Patent 5,603,580 • HUS hangers available with the header flanges turned in for 1_50 5 ! 6-1 Od 2-2x (31/a") and 4x only, with no load reduction. 335 385 See the HUSC Concealed Flange illustration. 290 335 1360 • See Hanger Options, page 149. 1983 445 510 555 • Other sizes available: consult L90 9 ; 10-10d 4667 ( 555 1.640 your Simpson representative. DAvg i Ulloor t Dome Double Shear CODES: BOCA, ICBG, SBCCI Nos. GA1 i 2'/• 4-100 Y Nailing prevents tabs breaking off (available NER-209, NER-421; !CEO 56;9: 1 160 ' 160 160 ; GA2 13Y i 6-1 Od on some models) City of L.A. RR 24949 and RR 25076; j 415 290. 335 ! 335 I Dade County No. 00-0512.06. 758 sIMPS00 U.S. Patent 5,603,580 190 ; 205 205 1_50 5 ! 6-1 Od 1983 335 385 The GA Gusset Angles' embossed bend section provides added strength. L -Staggered nail pattern reduces the possibility for splitting. LS -Field -adjustable 0° to 135° angles. MATERIAL: L-16 gauge; GA and LS -18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • LS -field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: BOCA, ICBG, SBCCI NER-413, NER-443; ICBO 5357; City of L.A. RR 25119, RR 25149; Dade Co., FL 99.0713.05 (L70, LS50). I Model L 'Fasteners No. DAvg i Ulloor t Doug-Fir-Larch/So. Pine Allowable Loads"-' F Snow Roof (100) (115) (125) Spruce -Pine -Fir i Allowable Loads Floor I Snow Roof I(100)1(115)I(125) GA1 i 2'/• 4-100 612 185 185 1 185 1 160 ' 160 160 ; GA2 13Y i 6-1 Od 1600 335 385 j 415 290. 335 ! 335 I L30 3 4-10d 758 220 240 240 190 ; 205 205 1_50 5 ! 6-1 Od 1983 335 385 420 290 335 1360 L70 7 ; 8-10d 1983 445 510 555 380 435 1 475 L90 9 ; 10-10d 4667 ( 555 1.640 695 480 ! 550 600 I LS30! 3'/e 6-10d 1933: 335 : 385 420 290 ' 335 360 i 1 0 i 560 390 450 485 LS701 6 % i 10-10d 14233 ' 560 645 I 675 148S s6n SRn i LS90; 7% 12.10d 13233 ; 670 + 770 840 1 580 670 i 730 CHEAR.911IAPSON LAGERS ` 1 aE, aa.sor P = [d L Y a I� P c S d e 0 .d P ` i I. • ° S 4d I P • d P HUSC HUS412 's Concealed Flanges (not available Double Shear for HHUS, HGUS and Nailing Top View HUS2x) Typical LUS28 Installation Standard LUS28 installation use .1480" (10d common) or .14801/4" (16d sinker) nail ADJUSTA&E FROM 0.10135' BENDONETIME \/ ONLY. \` sHIPPED ` Al c5• U.S. Patent 4,480,941 Canada Patent 1,193,418 1 0 L I\V GA1 LS Top View LOAD DIRECTION 1. GA and L angles -loads are for condition F1 or F2: LS angles -loads are for condition F1 only. } 2. GA1 and GA2 angles -loads for F2 are 220 and 335 lbs (100) and 280 and 415 lbs (125), respectively. LOADI 3. Roof loads are 125% of floor loads unless limited by other criteria: floor loads may be adjusted for DIRECTION other load durations according to the code. provided they do not exceed those in the root column. Typical LS70 4. Use a minimum lumber thickness of 13./,*. For 1'/, lumber, use 0.81 of table load. except GA1 in Installation Ft direction, use 185 tbs. 5.Nail the L angle's wider leg into the joist to ensure table loads and alloY., correct railing (see illustration). 46 �I L;9O I__ I �I IL70 L50 a . I C L30 a L90 Typical GA Installation t F, Typical L50 Installation n • SIMPSON CMSTC provides nail slots for easy installation and coined. edges for safe handling. 0CS are continuous utility straps which can be cut to length on the job site. ackaged in a lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edoe and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fever nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only -Use every other triangle hole if the wood tends to split. Use round and triangle hales for comparable MST loads, providing hood does not tend to split. CODES: BOCA, ICBO, SBCCI NER-413; City of LA RR 25293 (CMST12 and CMST14); Dade Co. 99-0623.04 (CS18 only). A I. Allowable loads 100% value is the 2.133% and 160% value may be used maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless 3. Use half of the nails at each member being otherwise indicated. connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBO, SBCCI NER-413; City of L.A. RR 25119. Total Fasteners Model Strap L No. Section Bolts Nails 10tyl Dia 'SA36 112 ga x 2X6 36 122-16d.1 4 y Total IHSA32 3 ga x 3 32 — 2 '/. 13600 — 1910 2290 Allowable Nail Model L End i Ga Cut Length g Fasteners Tension Loads Spacing No. (Length L (Total) 0.c. of Roll) (100)' (133/16) (In a Row); 1 45" clear span +90" I 100-16d 7230 9640 1'/—•' CMST12 40' 12 105 " : `----- clear span + 210"i --- 118-1 Od --: 7230 -- I 9640 3Y" 34" I clear span +68" 74.16d 5095 6795• 1'/," CMST74 52/, 14 78" I clear span + 156" 88.10d 5095 j 6795 3}4" CMSTCI6 54' 25" 16 clear span + 50" 64-16d sinkers 3520 ; 4690 1Y, clear span + 98" 64-16d sinkers 3520 4690 3" 49„ , : CS16 150• 14" ! clear span + 30" 28.8d 1235 1650 . clear span + 24" I 22 tOd - 1235 1650_ CSt6 R 25' 11" 16 i --- CS18S 100' 11'"- clear span + 24' CS18 200' i 9" i 18 clear span + 20'" I 1822 1880dd 950 {I i 270 CS18-R 25' 9" i clear span + 20" 18-10d _ I 750 1005 2X6^ CS20 250' 9" 20 clear span + 20" 18-8d clears an + 16" 14 10d 750 1005 CS20-R 25' 7" CS22 300' 7" i 1 clear span + 16" 14.8d 620 825 1 CS22-R 25' SYf'" 22 clear span + 13"1— _ 12-10d_ 620 1 I. Allowable loads 100% value is the 2.133% and 160% value may be used maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless 3. Use half of the nails at each member being otherwise indicated. connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBO, SBCCI NER-413; City of L.A. RR 25119. Total Fasteners Model Strap L No. Section Bolts Nails 10tyl Dia 'SA36 112 ga x 2X6 36 122-16d.1 4 y Allowable( Horizontal Loads A Ultvg Nails I Bolts (133 & 160)(133) (160) 6767 1900 1605 I 1900 IHSA32 3 ga x 3 32 — 2 '/. 13600 — 1910 2290 IHSA41 3 ga x 3 41 — 17600 — 3770 i 4520 HSA50 3 ga x 3 50 — [a. 21600 — 5470 6400 �HSA59 i 3 ga x 3 j 59 - 8 30100 I - 6940 j 8330 IHSA68 l -3/. 3 ga x 3y 68 + - 10 % —I 34200 - 8350 ; 10020 1.Allowable loads have been increased 33% 3. Bolt and nail values may not be combined. and 60% for earthquake or wind loading with 4. Only SA35 can be field -bent for other no further increase allowed. intermediate beam widths. 2. Allowable loads assume a restrained member of 31/2' min. thickness with bolts in single shear. Gauge stamped on part for easy Identification. Typical CS Installation as a Floor-to- FloorTie (CMST requires minimum 2-2x studs) Provide min. 1' end distance for CS and CMST i <j Equal number of specified nails in each end EN LEN6TNLEN iN __ SpAN ENO N LEN 6 CS16 Hole Pattern (all other CS straps similar) • o o , >' o Q ll 13• CMST14 14 GAUGE CMST14 Hole Pattern (CMST12 similar) U - i p 1 r 0.1 CMSTCt6 16 GAUGE : ` y 3' o ' o 0. CMSTCI6 Hole Pattern Typical HSA Installation /snuPl 9 sA,DDLE"VKEa`/� Typical SA Installation with Saddle Hanger 129 The IJISTC series has countersunk nail slots for a lower nailing pro- file. Coined edges ensure safer handling. The RPS meets UBC and Cit', of Los Ange!_s code requirements for notching plates ejhere plumbing. heating or =;her pipes ar, placed in partitions. Install Strap Ties where plates or soles are cut, at wall intersections. and as rid_- iies. LSTA and MSTA straps are engineered for use on 1, 2' members. The 3" center -to -center nail spacing reduces the possibility Cf splitting. Fcr the MST, this may be a problem on lumber narrower ihan 31/2"; either `ill every nail hole with IOdx1'/2" nails or fill every other nail hole with I 6 commons. Reduce the allowable load based on the size and I-- 1'/2°-J i l o of TITi T ,'O i•o N 0• o o I N I I � i a •o%o I i vt 'o N N OI - 1 I ! III IN o• I 1 a. , 2 0 6,o 1 N N 3" � U) I I • O; I I o o T, M' quantity of fasteners used. The LSTI light strap ties are suitable where gun -nailing is necessary through diaphragm decking and hood chord open web trusses. FINISH: HST—Simpson gray parol: PS—HDG; all others—galvanized. Some products are available in stainless sLel or Z -MAX: see Corrosion -Resis:ance, page 5. INSTALLATION: Use all specified fasteners. Sea General Notes. 1, OPTIONS: Special sizes can be made to order. See also HCST. CODES: BOCA, ICBO, SBCCI NER-413, NER-443; ICBO 4935, 5357: Dade COuni v. FL. 00-1022 G5 (10STA30. %1STA36. ST12. ST13. ST22): City of L.A. RR 25119, RR 25149, RR 25281. O U_ N ' L ST9, ST12. ST18, ST22 A. N I N 1i o 0 OI I w } 0� 0 0 0 0 0 0 0 0 31'/1+1 0" 0 0 o 0 00 SIMPS�Svogr�+ Op0 0 00 $G• I o o �0 0 0 0 0 U 0 0. 0 0 0 � MSTC28 I I! I o o r --- _ii --- I - - 2 — HST I I / o 0 :O MST[ MST LSTI Lw ________.______ -, —L IP.•�' 2'h• IHST2 and HST5 HST2 HST5 1','2' 3' 'HST3 and HST6 HST3 HST6 al Installation ranger shown similar Floor -to -Floor Rion I - 130 ,.. r- 0 E 0 0 I ! I I �2 - o J1 O U_ N ' L ST9, ST12. ST18, ST22 A. N I N 1i o 0 OI I w } 0� 0 0 0 0 0 0 0 0 31'/1+1 0" 0 0 o 0 00 SIMPS�Svogr�+ Op0 0 00 $G• I o o �0 0 0 0 0 U 0 0. 0 0 0 � MSTC28 I I! I o o r --- _ii --- I - - 2 — HST I I / o 0 :O MST[ MST LSTI Lw ________.______ -, —L IP.•�' 2'h• IHST2 and HST5 HST2 HST5 1','2' 3' 'HST3 and HST6 HST3 HST6 al Installation ranger shown similar Floor -to -Floor Rion I - 130 ,.. r- 0 E 0 0 I ! I I a U_ o J1 _�' I U o M 1 1 L l2 i o i 0 1 ST MSTAM36 LSTA and MSTA FHA i I U.S. Patent (pilot holes ~ ' I . oTo 4.367,973 not shown) O U_ N ' L ST9, ST12. ST18, ST22 A. N I N 1i o 0 OI I w } 0� 0 0 0 0 0 0 0 0 31'/1+1 0" 0 0 o 0 00 SIMPS�Svogr�+ Op0 0 00 $G• I o o �0 0 0 0 0 U 0 0. 0 0 0 � MSTC28 I I! I o o r --- _ii --- I - - 2 — HST I I / o 0 :O MST[ MST LSTI Lw ________.______ -, —L IP.•�' 2'h• IHST2 and HST5 HST2 HST5 1','2' 3' 'HST3 and HST6 HST3 HST6 al Installation ranger shown similar Floor -to -Floor Rion I - 130 ,.. r- 0 E 0 0 r 9 RFS/ST/FHAMS/1 Dimensinns'Fasteners ITotal)IAllowable Tension Loads ! Irtuuel 1 No. i 6a I W i L Nails Floo (100) I (133) I (160) RPS18 i 1y :18X6 12-16d 810 ; 1080 ; 1295 RPS22 i 16 1 y :22y6 16.1 Od 905 1 1205 1 1445 RPS28 1y 128X- 12.16d 810 i 1080 11295 1 LSTA9 1LSTA12 1 LSTA15 LSTA18 1y 1 9 '. 8-1Od 450 , 605 1 725 1 ! 1y 1 12 I 10-10d 5651 7551 905 I i 1y 1 15 1 12.10d 680 905 1 1085 I 1y 1 18 i 14-10d 790 j 1055 1 1265 1 LSTA21 1 LSTA24 1 ( 1/, j 21 16.10d 905 i 1205 11295 ' 20 1 j 1y 124 1 18-10d 1015 1 1295 1 1295 1 ST292 j ST' 2122 ST2115 1 ST2215 1 j 2X6 j 9X6 12-16d 790 1 1055 1 1130 ; I j 2y6 112X•! 16-16d 1070 1 1425 j 1505 1 j 116/6! 10.16d 450 (_600 j 600_ I 12X6 116X61 20 16d 1270 1 1695 1 1695 i LSTA30 j 1y 1 30 22-1Od LSTA36 i 1 1y, 1 36 1 26-1Od LST 149 i .-3?/ i 49 32.10dxly 1 LSTI73 13/ i 73 ! 48-10dx1y_ 1255 j 1670 1 1715 ' 1480 11715 ; 1715 1455 1940 1233_0_ 2185 1 2910 i 3_495 MSTA9 18 I ty i 9 1 _ 8.10d_ j MSTA12 : j 1y. 1 12 i 10.10d ' MSTA15 : 1 1y_15 : --12.10d i MSTA18 ! j 1 j; ! 18 14-10d _455 1 610j_-73_0 `. 57_0 1. 766_1_910 _ ! 910 11095 _685 _800 : 1065 ; 1275_ 1_1215 ; 1460 MSTA21 ! ; 1y. , 21 16-10d MSTA24 1y 24 18.10d _910 1025 j 1370] 1640 1 MSTA30 MSTA36 ST6215 I ST6224_I j ST9 J ST12 1 i 1 16r1y,X 11y 130 I 22-10d 1265 1 1685_ 2025 1 1y, i 36 j 26-1Od 1495 1 19952135 2X 116X61 2016d 13301 1775 2130 2y; 123X-1 28-16d 1890 i 2520 12630 1 12 1 9 1 8-16d 530 1_705 1 850 11 1 10-16d _ 665 885 ! Ot 65 I I ST18 1 , 1 173,1 14-16d 900 1200 1 1200 I 1 ST22 1 1 MSTC28 I MSTC40 MSTC52 1 1y, j 21% 1 18-16d 1025 13701 1370 I 3 `1 28y, ( 36.16d sinkers 2070 2760 ' 3310 1 3 1 40X, 52-16d sinkers 2990 1 3985 4740 1 3 1 52X, I. 62-16d sinkers 3555 4740 4740 j I MSTC66_i MSTC78 1 14 ' ST62_36 i I 3 165/ 76-16d sinkers 4390_1 5_855.1 5855 ! 1 3 1773/,': 76.16d sinkers 1 5855 j 5855_ i 2X1; ',33'X6' 40.16d _4390 2575 1 3.430 1_3430 I j FHA6 1 j FHA9 j j FHAl2 IFHA18 1 FHA24 , IFH. A30 112 MST126 ; I MS 3T1 6 12X,6 1 MST14448 I MST160 I MST172 i 1%6 16y I 8-16d 550 1 735 1 88J 1-; 1 9 1 8-16d 550 1 735 1 8_85 1 1%6 111%1 8-16d •550 1 735-1. 885 i I 1%6117y,j 8-16d 1%6123% 8-16d 1% j 30 j 8-16d 2X j 26 26-10dx1y, 550 735 j 885 550 1 735 885 550 735 885 1130 151011810 1 i 36 I 36-10dx1y, 1565 2090 1 2505 2y, 1 48 48-10dxty, 21351 2850 13420 1 2X6 1 60 i 60-10dx1 z 2760 1 3680 1 4415 1 2y,6 72 1 72-10dxly 3310 14415 14725 2 Va- END DISTANCE BEAM and STRAP Typical LSTA Installation (hanger not shown) i DISTA BEAM and STRAP Typical LSTA Installation (hanger not shown) i Model plate Notch I No. , Width 8' RPS18 a 22 2x4 I RPS18! j 5 5y" I 1 I-IY•RPS28 - I RPSIS — RPS22I 2x6 j 5 5yi� I RPS22 —}----- =.PS23;INCOMPLETE NAIL PATTERN SN9:7`) -- RPS28 : 2x4 5 12" j Typical RPS Installation j�--- – --- I ----- ►I O O O O) j W O O .O O P5218 antl PS418 I 2S: it'/.)I PS720 3'6'•1'h - RPS Floor -to -Floor Clear Span Table � Dimensions! 00 Allowable Tension Loads —� 1 Model No. Ga I W I L Bolts Nails =01yj Typical j Bolts' Floor (133) I (160) _ Floor (133) (160(100) (100)_- — a� PS720 1295 1725 I 2070 11 MST37 12 2yt6 37y 42.16d 1 6 y Installation 2435 _2920 1 j h1odeJG Dimensionsi Bolts ! No.I a W L j Dty Dia PS218`_1 1 2 1 18 1. 4 i PS418` i 7 4 1 18_1_4 I P5720: _% 6X, j 20 1 8 y RPS Floor -to -Floor Clear Span Table Allowable Dimensions! Fasteners (Iotal) Allowable Tension Loads —� 1 Model No. Ga I W I L Bolts Nails =01yj Nails j Bolts' Floor (133) I (160) _ Floor (133) (160(100) (100)_- — MST27_; j 21, 27 30.160 ! 4 y 2070 ; 2760 2790 1295 1725 I 2070 11 MST37 12 2yt6 37y 42.16d 1 6 y 2860 381_5 3815 1_1825 2435 _2920 1 MST48 2X6 48 ! 46-16d i 8 y 3345 ! 4460 4460 j 2225. 2970 3560 1 MST60 12Y16 1 60 156-16d 110 1 y 4350 1-5806-1-5800 1 2670 j 3565 ; 4275_1 IVIS 112 ! 10 12X6 ! 72 ; 56 160 110 I y 4350 1580_0 ! 5_800 1 2670 j 3565 1 1 HST2 2y 21y4 ' — i_6_% _4275 _ —_ — ! 3130. 4175 ! 5005 HST5 7 5 21y ' — 112 ' % — — — 1 _8510 10210 HST3 1 3 1 25y 1— 1 6 % _6385 — I— i- 1 4645 i 6195 1_7435 I HST6 3 i 6 ' 25y ` — ( 12 ! y — — _ I _9350 '12465, 14955 RPS Floor -to -Floor Clear Span Table �z 1. Loads have been increased 33% and 601,6 for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dx11/z nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x 31-.') or 10d comimons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -2'.i'; HST2 and HST5-4': HST3 and HST6-4'/2'. 6. PS strap design loads must be determined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 7. Use half of the nails at each member being connected to achieve the listed loads. B.For lap splice details. refer to T -CAST. 131 7 7 Allowable i Model Clear! Fasteners I No. Span 1 (Total) Tension Load --- - — 1 (133) (160)_ j 18 ;12-16d sinker 920 1105 - ---- t`4STC28---- ----- -- 16-16d sinker 1470 _16 ! 18 128-16d sinker _1225 2145 j 2575 -- A4STC40 -- 16 136-16d sinker 2455 1 2945 ; 18 144.16d sinker 3375 4050 MSTC52 ; ...---- - — --- 1 11 16 48.16d sinker ---- ---- 368_0 '_4415 ; i 18 164-16d sinker 5035 1 5855 1 MSTC661 16 168-16d sinker 5350 ; 5855 MSTCi8 i--18 180-16d sinker 5855 5855 ' 5855 • 5855 16 180-16d sinker 18 F -2-0-1-6d FN4ST37 1905 1 2285 1 1 16 22-16d 2100 i 2515 ' MST48 18 ! 32-16d 3135 3765 16 34-16d 3330 1 MST60 t-18 1 46.16d 1 16 1 48-16d _4000 4785 1 5740 49901 5800 l MST72 118 1 56-16d -- ---- — — 5800 , 5800 — --- 16 ; 56-16d 5800 5800 STI36 x18 1 14tOdx11/z ST136 FMI 16 116-1Odx11/z 810 t975 9301 1115 18 26-10dx1Yz MSTI;B 1545. 1855 16 ! 28.1Odx11/2 1660 1990 18 138-10dx1'/2 2330: 2800 MST160 _ _ I 16 i 40.10dx11/2 2455 2945 i MSTI72 1 18 _ 50:10_dx11/2 3065 3680_ 16 ! 52.100x11/2 3190 38301 �z 1. Loads have been increased 33% and 601,6 for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dx11/z nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x 31-.') or 10d comimons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -2'.i'; HST2 and HST5-4': HST3 and HST6-4'/2'. 6. PS strap design loads must be determined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 7. Use half of the nails at each member being connected to achieve the listed loads. B.For lap splice details. refer to T -CAST. 131 7 7 iR (�-h BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 5 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0171 Issued: 02/13/2007 Address: 2503 TRACY RANCH RDArea: DURHAM Owner: SHERWOOD, BARRY & 'APN: 039-460-070 Applicant: PERFECTION POOLS & Map Page: Permit Type: Private Pool Description: POOL MASTER # MP07-0016 Flood Zone: None SRA Area: No Front Setback: 20' Side Setback: 5' Rear Setback: 5' Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Ins ection Type I IVR I INSP DATE Do Not Insulate Until Above Signed Mechanical Final Wall Insulation 117 813 Ceiling Insulation 118 Mobile Home Final Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 T,7 Pool Elec/Mhdin&0eight Nitch 502 j1,4 Ce. Z Pool Fencilrg/AlarmsBarriers 503 Pre -Plaster 507 F< Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: EFT 7;.;, f �., :.�,•� ,.`- �,.,Finils� ; x_ { s of M, Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Public Works Fina 538-7681 Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 1 801 1 0 a 1 G -aa -e -rrolecr rmai is a t-erwicare or occupancy for lxesiaennai vinyl PERMITS BECOME NULL AND VOID l YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds Site Address: 2503 TRACY RANCH RD APN: 039-460-070 Permit type: MISCELLANEOUS Subtype: Private Pool Description: POOL MASTER # W07-0016 PERFECTION POOLS & SPAS INC 172 E 20TH ST CHICO, CA 95928 (530)895-0437 PROJECT INFORMATION Owner: SHERWOOD, BARRY & GAYLE 2503 TRACY RANCH RD DURHAM, CA 95938 (530)892-0980 PERFECTION POOLS & SPAS 172 E 20TH ST CHICO, CA 95928 (530) 895-0434 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Swim Pool -Master Plan Co $467.42 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires PERFECTION POOLS & SPAS 566654 / C53 C10 / 11/30/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencln with Section 7000) of Division 3 of the Business and Professions Code, and my license s in full for and elle X FV 02/13/2007 ConfractorVgignature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the perfo ance of the work for which this permit is issued. HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier. STATE FUND Policy Number: 215-05 Exp. Date:10/01/2007 (This section need not be completed if the permitis oror on�llars ($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 the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisio " I - S�_ rX (��S 02/13/2007 Signatu a Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Permit No: B07-0171 Issued Date: 02/13/2007 By KCG Expiration Date: 02/13/2008 Occupancy: Zoning: SR -1 Square Footage: Building Garage Remdl/Addn Other Porch/Patio Total Total Charged: $543.12 Fees Paid: $543.12 Balance Due: $0.00 Receipt No: B1658 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a parmit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: ix 02/13/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, anc hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Cou�toter he above mentioned property for inspection purposes. I hereby certify that I am the p�rop rized to a n tperoe owner's behalf. G� ry l�, L.4 caro 02/13/2007 ❑ Owner ontractor OR; Agent for Owner DAgent for Contractor FILE COPY Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Orovil le, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0171 Date: 01/30/2007 Location: 2503 TRACY RANCH RD Parcel Number: 039-460-070 Owner Name: SHERWOOD, BARRY & GAYLE Phone: (530) 892-0980 Description: POOL MASTER # MP07-0016 Signature of Property Owner: 5 Date: 01/30/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds y National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0171 Date: 01/30/2007 Location: 2503 TRACY RANCH RD By: TMP Parcel Number: 039-460-070 Sub Type: Private Pool Owner Name: SHERWOOD, BARRY & GAYLE Phone: (530) 892-0980 Description: POOL MASTER # MP07-0016 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 01/30/2007 Butte ,County:Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive- Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www.buttecountV.net/dds Swimming Pool Drop and Go Procedure To utilize the swimming, pool, drop and -go you must submit the following:. /3Site plans, one site plan must be a minimum of 8 %Z" X 11" to a m " P P aximum.of 11 X 17 and dimensioned. Co pleted building permit application (if using a Master, indicate the Master Plan number n the application) Application must be accompanied by a check made out to Butte County Treasurer for the full amount of the permit. (See fee schedule below) 0 ..For pools that 1have not been previously mastered, 3 complete sets of plans. and calculations designed" by an engineer or architect licensed to practice 'in the State of California are required. i?_1e;LS 1,1 ?K___ D 1— 50e-) Site plans will be routed to Environmental Health and Planning. Applicant is responsible for any items requested by other departments for approvals. Applicant will be contacted after plan approval to sign the building permit and NP.DES form. Fee Schedule: Gunite pools. (previously mastered plan). Gunite pools (to establish master plan) $467.42 + $75.70 EH Clearance $543.12 $687.38 + $75.70 EH Clearance = $763.08 'Fiberglass pools (previously mastered plan) $494.91 + $75.70 EH Clearance = $570.61 Fiberglass pools (to establish master plan) $.604.89 + $75.70 EH Clearance = $680.59 All, W` rifin-a kgust be legible* {' * All items must be' P. latedynming Pool Drop &" envelope and placed in the Development Services Drop Box The Department of Dew elop-m vat Services is not r. esponsibJe ::for items that May he lost -fr®m thisbox. Revise&_1 /23/07 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name S irst Name Ga le. Mailing Address ;2-503 City -PL," he, &'-L State 04 ZipR 5 3� Phone ��2 _�� Fax E-mail CONTRACTOR Name —e ✓ Few.- («&— ocils Address 17 Z 4=7 Tl,- 5 -7 -- City G State �, Zips S 92 Phon S,.0 City E-mail Lic. #Class 51405`t' f—s3 APPLICANT INFORMATION ARCHITECT/ENGINEER Name E �cr live c�� Address City �t�� I Yes I No City Ck ICU State C ZipQ��z� Phone 3Z i j� i 3 G `T Fax E-mail State License Numb r G If 76 903 APPLICANT INFORMATION Name —,e rev Pv � ! v•-� loo/S �" s C.�t V Address 17,--?— City �t�� I Yes I No State Cdr- Zi pqSq�!-w Phone '9q. — 043-7 Map Book Fax 625-039 E-mail Planner APPLICANT SIGNATURE ix ✓�S For office use only: Zoning Property Addres` 503 1 ve-C �a-•cli, Flood Zone Cross Street LU SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. or-/- 0 /"/ BIN # PROJECT LOCATION AN o3 _ eD —D7O Property Addres` 503 1 ve-C �a-•cli, T City- i�cr� � Cross Street LU 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): WORKER'S COMPENSATION Policy Number 2 72--0-5 2-0-5 Carrier s,7.—U.7, If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name G A e �-Mlo j f 0f ('0 Description or Scope of Work: w l v{.. tel- <-, as I yn�sr- 7�#-o2 Sq FT- Living Garage Open Cov 0 Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION os Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:lp Amount: A,& �� Bldg SRA Receipt #:i3 // �-Q/ Sheriff Date: '15. rl CJ SMIP Total I I COUNTY OF BUTTE w s, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530),891-2751 yr 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE O NER PERMIT NO. 'r 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, ?r please contact this office immediately. 3h. b c- ty X, 4 3 •r; t ! INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING D FROM: DATE. . OROVILLE e— ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: 7� SEPTIC: WELL: AP#: &-5Y `` �l(�r� `(% �) ADDRESS/LOCATION: Comments: GUmemos/releasehold k rtTftias P4_';iS�-Or.-x ?fr:+fYZ�+I two ---.".rte _ -5 �ftLt r�Cs-�» s��r�4-774 4 COUNTY OF BUTTE BUILDING DIVISION • 7 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 3 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 7(-, 6.2-G OWNER PERMIT NO.' '.e 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 h vie any questions pertaining to this matter, or need additional explanation, please contact thKoffice immediately. PIZ ISG A1474X vl 6' �� " �n�, /✓ tri % CC 4N47 C/i i, aY, %Zl / /_6i, 7 A .f 7 ,/W AVO ,cc - } P f�lD� C r ori a''& w ff� T� vlAr AZC'. GU'LG7 al-- CMS IAI - G _ y CL G S (J& . _j NOTES t rbc (!l•>.Z 0�- r! 039-460-070 02-0781 /\X/ RYTHER, CLARK PERMIT �3TRACY RANCH RD, CHICO CONT: RYTHER DAILY CONST NSF 4BR J2/ SPECIAL CONDITIONS CHECKED BY F SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER + DETACH FOR SERVING UTILITY Address? 703 JA/ GAS Meter By Date .2� y i ELECTRICT� Meter By Date � J JOB FINALED (D ^ "Y U vY I Signature f l�. 1 kf s� �r h J - r • 039-460-070 02-0781 /\X/ RYTHER, CLARK PERMIT �3TRACY RANCH RD, CHICO CONT: RYTHER DAILY CONST NSF 4BR J2/ SPECIAL CONDITIONS CHECKED BY F SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER + DETACH FOR SERVING UTILITY Address? 703 JA/ GAS Meter By Date .2� y i ELECTRICT� Meter By Date � J JOB FINALED (D ^ "Y U vY I Signature f V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date AJnderfloor (Plans) OK except #'s ning-Setbacks- Ease ments-Flood-Slope Ftg,, Main; Soils-Elec. GMS. -44/" Ftg. Depth Vt tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4.,Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped St walls, Garage; Steel-Blockouts-Wrapped 6 d Downs and Special Anchors S , Steel -Wrapped l�00015iers-Fireplace Ftg.-Steel 9_,B<..V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ater 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 h 41 V l- Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #'s 17. a Htr.; Vent -Access -Combustion Air Baffle 1 Q. gler PiM Test & Anchor -Nail Protection 4 1 W .; Test Fittings & Anchor -Nail Protection 0.ower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access P"ingle & Duplex) Date 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Card B-1 ` Date Card B-1 Date/FRAMING (Permit) OK except #'s Date / Card B-1 Date Card B-1 i Date 4f Card B-1 Date Card B-1 Date ./leaders & Beams -Size & Bearing ELECTRICAL (Permit) OK except #'s 647 Plywoo n Roof Overhang -Attic Vents -Rafter Outriggers 23. 24. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors & er Connected -C/O to Grade -HD Approval 25. Size Boxes & No. of Conductors Stapled G zing Area -Glass Protection -Skylights -Plastic 26. Romex Installed Close to Edge,of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water nsulation-Walls-Ceilings filtration -Walls -Windows 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date Date 29. Subfeed Wire Size ga. Cu o(AA.C. Wire Size / 6 / ga u or INAL (Plans) OK except #'s 30. Range Circle/? Cu or AI.Oven Circ. / / ga Cu or Al g Insulated Neutral es O No 31. c Service -Riser Conductors & Ground Main Disconnect Furnace Vents -clearance -Comb, Air -Connector - In Ggcaga; Above Floor-Ducts-Mech. Protection 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Date IbI Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date 35. MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic P"ingle & Duplex) Date FRAMING (Continued) Date Date �/ Card B-1 Date Card B-1 Card B-1 ` Date Card B-1 Date/FRAMING (Permit) OK except #'s 4 41 is Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound 4 4 earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4f Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 ./leaders & Beams -Size & Bearing P"ingle & Duplex) Date FRAMING (Continued) Ilk 6 Hangers -Post Caps -Anchors -Connectors 7 ing. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. X/ fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ants 5 BArm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 . Garage Fire Protection Framing Exterio Ele rim, G.F.I. Receptacle -Underground 52. Property Line Firewall & Openings on Throughout House Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits tion Y,Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection cti rom Previous Inspections 647 Plywoo n Roof Overhang -Attic Vents -Rafter Outriggers est- ters Tagged, Gas -Electric Sf/ Si ' g -Nailing Veneer & er Connected -C/O to Grade -HD Approval S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access y Compliance Certificate -Other Certificates G zing Area -Glass Protection -Skylights -Plastic Stspar Walls; Nailing -Bolts r e Interior/Exterior Wall Panels nsulation-Walls-Ceilings filtration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. a oor & Sidelight Protection -Landings e Detector Furnace Vents -clearance -Comb, Air -Connector - In Ggcaga; Above Floor-Ducts-Mech. Protection 6 oom Exitino 6Y G.F.I ath Fixtures & Tub Ac pa _ lec. Trim & Subpa I, Sizes er Labels 69. Stair ejle ------- 7e'*rireDk6e or Stove, Clearance -Hearth le tlet at Wbod Panel, Int. & Ext. it & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at unter 4. Garaee Fire Door wino-Lgndi ure L% tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. IQ.Parag_--�_"�-ve Floor-Mech. Protection 7 c. Mech. Equip. Listed for Location I eceptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. GuaroR611s & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clegtartce Looked under For O Yes olio 8 S i I Id./Drive � YeS ] No/Walks � 0 N�/Planters � ] No o Brown -Finish A.C. Disconnect, Electrical -Plumbing ants oof, Plbg-Appliance-Fireplace-Clearance to Openings Well, Disconnect, Electrical, Plumbing Exterio Ele rim, G.F.I. Receptacle -Underground 8 nt' on Throughout House las tion o cti rom Previous Inspections G est- ters Tagged, Gas -Electric a & er Connected -C/O to Grade -HD Approval y Compliance Certificate -Other Certificates 94- Address Posted Date Card B-1 Date Card B-1 Date Q/ Card B-1 Date Card B-1 Date Card B-1 f Date Card B-1 Comments at Final: V=OK- 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel •I. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns-Cohnections- Splice- Decal- Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 8. Utility Clearance 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 12. Permanent Foundation Only; License Decal 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-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns-Cohnections- 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-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754[[// j�� /MIIT (Rev.12/9P) APPLICATION AND PERMIT SIJ (( ASSfESSO R PARCEL NUMBER 039-460-070 ZONING BUILDING PERMIT OWNER RMER CLARK TELEPHONE 893-3076 SO. FT. OCC. BUILDING VALUATION 2584 R 139 536.00 OWNERS MAILING ADDRESS 1947 ROSELEAF CT., CHICO CA 95926 954 17172.00 CONTRACTOR'S NAME RY7.M & DA=, CONST. TELEPHONE 5-5202 (��Uc CO\% 247 3211.00 CONTRACTORSMAIUNG ADDRESS 1211 WINDECKER DR. CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 161419.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ $ 6.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 556.70 BU DINGADDRESS CY RANCH RD., DURHAM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1.41 7.00 96.00 USEOFSTRUCTURE SF C( Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New T9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NSF wIGARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home IS I GI @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Filing Fee 20.00 600VOR LI Main Service 2o.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 S*in full force and effect. ^^� (�C}Gj C Lic. No. License Class [ v ` ` � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ 1, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. S. SO 128.8 3.50- NON.REOSIID. NSTMULTI.04r r @7.50 POWER APPARATUS SINGLE OURET CIR. EX, OCCU Ounrr OR FIXTURES .00 �209 L @ 100 Ex. Occup. DFIXUTELE°TSA A= DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 166.83 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date L4_ 3-b)- Signatur of App (cant - ❑ Own Contractor ❑ Agent An OSHA permit is required for exc vatlons over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling 25.00 Hood 6.506.90 Ventilation 4 4.50 18.00 PERMIT FEE S 94.50 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R3T T L F 1941 CGD. HIMP CDF,5compensation This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By �� PERMIT EXPIRES ON 1 7 the applicable provisions Resolutions to do work been paid. 5/2 ®2 Datpe' 2- t1 Off' pe RefloNo. 43 `5-.iO S WRITE-D.D.S.-B.D.CANARY-ASSE R - PINK- SPECT R GOLDEN ROD -APPLICANT I TO: BuiKng Departm—#Trt- FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Piot Plan ArlQW e'loo8 Plan M Soni r. AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Sj o13 final for: e Fina clearance O.K. for: NOTE: W `� Environmental Health Specialist Date 8/96 y am COUNTY O, BUTTE -DEP fRT•MENT OF DEVELOPMENT SERVICES -BUILDING D�IYJSIO�N) �._) 7 County Center DriVOroville, CA 95965 Phone (530)538-7541 Fax (530)538-2180 / / e ✓+' PERMIT APPLICAO„�N IATA SHEET _�!? OWNER: CLAAk ASSESSOR PARCEL NUMBER -3q— Proposed Building Use: `"� y'�� Counter Technician: Date: Z -- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. (t! . Plot plans, 3 or 4 sets, signed by the preparer of the plans. IV/ Complete plans, 3 or 4 sets, signed by the preparer of the plans. �-- --, 4-. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 se�fstamp and signed calculations. r4 -Engineered truss details and layouts in $uplicate: No faxes!,,,C�'' C Energy compliance design and supporting documentation in duplicate. ---- - Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie"down or foundation plans, all in duplicate. 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-si ng ed by the engineer. 151- V'i / 3'Z., -7 _ 3 i - O 1 Items required for initial plan review. If cls ed items have not been received, plan review cannot proceed. The permit-willhe indexed and returned to the plan review line-i'when required items are received. 1 i a 1 N.C.• Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings ........................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other •••• Rema' ng items needed to issue the permit. (May require additional plan review upon yreceipt of the f Ilo ing items. 4. Fees as shown on the attached Schedule of Fees Due Sheet........... �C'r..........(........ : a ❑ Statement ofJntent for Non -heated and A/C Buildings ....................................... .. 16: Sanitation and plot plan approval from the Environmental Health Department in GMo '�;L— ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 2 :. ❑ 19. Planning approval for (A) Use: 8 Y-_ (B)Parking:(C) Parcel Check: t4 --i .Q Contact Land Development about ❑ Improvements, ❑ Drainage Ise r, 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 2 r Letter of Signature authorization.................................................................... I7. Recorded copy of Agricultural Acknowledgment Statement .................................... � 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone `a t S IWO WI P and hold for pickup. I have b en'' ormed-of-t a `above items and requirements for obtaining a building permit., Applicant: Date: 1 4 •�i j{V) 1. Index permit application for the above items numbered' - 2. Additional items required Zk Contractor designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ❑■ _ Plan Check Letter �(y phone, ❑ mail, ❑ counter, by Date: ►� phone, ❑ mail, ❑ counter, by TTDate: Plans approved by: Date: L _Structural approved by: Date: Ir. Yellow: Building Division OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 A V FA_ 61 - SCHEDULE OF FEES DUE 1 PROPOSED BUILDING USE V1. BUILDING PERMIT FEES --Balance Due........................./„/„f'l ..... --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ - Revised Plan Checking Fee ................................. $ ” 2. SCHOOL DISTRICT FEES vJR” (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ 3f_ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. 10. OTHER A.P. # DATE J1)kl— RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. /r APPLICANT DATE 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Commercial (Sq. ft.) ............. x = $ 5. Sq. ft. Amt. RECREATION DISTRICT FEES a't A*"_ nti� r 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE J1)kl— RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. /r APPLICANT DATE 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 - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) .Apr 17 02 08:28a AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recordeg.2 20 -Kay -2002 _2002-0025796 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date State of California County of 6LLb�-I PROPERTY,QWNFR 4 1 • I,I 'til personallyappeamd(^l1y)dGCP G. MesSl h4, personauy known to we be the person(If whose name04 is/astisubscribed to the within instrument and acknowledged to me that k 0she/they executed the same in bWher/tbA1r authorized capacity(b *), and that by h)%/her/thgtr signatureWon the instrument, the person¢o or the entity upon behalf of which the persono)-acted, executed the instrument. WITNESS my hand and official seal Signsture� Seal: 0 MARDI R • milann NOTARY PUBLiC•CAUFORNIA ' I r a BUTTE cowry COW. EXP. JUNE 10, 2004 '� �esCriAn —4f- LqnA Rt -K r,J t0 Ca 11+01"I1la1 COi4hft 4' Butk, AhA .`s b'f-Scr;(sec Gs I`o I Iotas Lot '1q�'Q.S Skawn an`�'�,ti'f uhiek /VIc,P rias Re cos^��cQ ' d �s`�15 h �h e �ice 7ti e- IZe c. o hder s o -F h C COtt h fy C+ '3k I� r oh 4'obe,- 30 cool ,'n Q60 k ISZ o'F /V1�P5t Pages %� 4nd AP 39 -- y0-0?a . 4 BUTTE COUNTY SCHOOLS IMPACTxFEE CERTIFICATION FORM (One form per Building)` School District h .(o to Building Department No. A.P. Number 9` TtOQ '`O Jurisdiction: city County Property Owner t� Property Location/Address Subdivision Lot No. Residential Development r % 1 Sq. Footage No�f Living Mobile Home Addition/ *Supplemental to (Group RJ Units Installation Conversion Permit # '(No foundation inspection)! Commercial/Industrial New Addition 0 Sq. Footage (Including Exterior Roofed Areas) Building Department Representative ',` f Date r moor runs reviewed Dy Scnooi uistnctyersonneq District Identification No. q^q r P ' e_School District certifies that�Y IQ (Applicant) 1�I1 11��,r�QC�tV SiN Sap x'51-5 nU� (Street Address) `(Phone Dumber) CC, (City). (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ T �� i representing O� '� square feet. AB 2926 FULL MITIGATION $ School District Representativ"�'"^ �,/� t �, Date Paid by Check # _" Remarks: nrorrce: You may protest the imposition of the fees' identified above by submitting a written protest to the Di'strict,,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""`.t�`��'l�"'�'ri41e'R'►�,�.`�lr-'.�c'�(Kiti�"�"`�'P*u-;Y`�'•�1(�; '�'�r~:�1 �'��,'-isi`%•�-rt^�,r-�,v"•i,',..r-4.yt;;.��°c��,��j�;r;.�-yl•'4., 5'a `BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): ",39- C/& 4 - 0.70 Property Owner (s): Project Location/Address: r a PA) G /7 Subdivison Name: Assessable Square Footage: 5 Type of Residential Development (check one): zo M,New Development ❑ Alteration/Addition ❑ Mobile Home (s) Non -Residential to Residential MI'le n t s: 6 Building Division Representative Date S I Durham Recreation and Park District (DRPD) certifies that Applicant N Street Address r S3 Applicant Phone Number cl City . State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for square feet at $ 1.04 per -square foot for a.total payment Of$ ,��•3� r RPD Representative Date PAID BY CHECKNo.: - Remarks: �o Ll BANK No.: \,3 D PAID BY CASH: RECEIPT No.: 5[,(v9 . . DISTRIBUTION: HITS -,.APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION o ° a ; o RESIDENTIAL PLAN r REVIEW GUIDE ° .: o c SINGLE FAMILY, DUPLEXAND CSU N .� MISCELL4NE0US ONLY Ow er.41, up Building Permit Number: — 6 Plans Examiner': t.Indn A. P. Number: 6 0 GEtiERAL: ,-1! Zoning requirements — (number of permitted living units). Plans signed by the designer. 11301, Proper description of work on the application. Existing violations on the property. ' Recorded notice of violation. Building permit valuation. 31LOT PLA`: Complete parcel size and dimensions. Setbacks. side yard, easements, etc. Other buildings or structures. Grading, fills and -'or drainage. Flood hazard. Special conditions on Parcel Map: 'Noise 0 SR -a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement. Buildin; or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA.N: lo' Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 109.10 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum act clear openable area of 5.7 square feeL'Ihe miaiman net clear openable height dimension shall be 21". The minimum net clear openable width dimension shall be 20". When %indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). Skti-lights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). 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 ailing height of not lean than 7 fejt measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1 ` All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI 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 into a bath or bedroom (uniform Plumbing Code section 509.0). Fuel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as a bekoom. or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code Ston 304.3). Garage fire%vall separation - required on garage side including supporting walls and posts (UnitbralDuildn8 Code section 302.1 exception #;). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unifor;n Building Code section 312.1). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Sbmtr compartment minimum 1024 sq. in 8 30'" circle (Uniform Plumbing Code 412.7). gearing wa11s shall be supported on masow)- or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1, gid Wall panels shall start at not more than 8 feet from tach end of a braced wall line. Braced Wall Panels feet (UBC section 2320.11.3). Spacing shall not must be in line or offset from each other by not more than 4 rse directions (UBC section 2320.4.1.) Braced wall exceed 34 feet on anter in both the longitudinal and transve lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areal of the building that do not comply With the Uniform Building Code. This must include the designees "weC stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. y3! Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18-I-C7. 4. Foundation plans complete enough to construct building tR or construction details complete enough to construct building. evations and wall construction details complete enough to construct building. of construction details complete enough to construct building. eplace consnvction details and calculations if necessary'. rage door header size(s). rch header size(s). pical header size(s). ud heights. gh expansive soil - special foundation design required. tainingWalls requiring design. psum wallboard nailing inspection required.aired with a total t area below the lowest floor is fully enclosed, than a minimum of two openings are req 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 provided by a registered professional engineer or architect that the design will allow' equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other scr��ce facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: ..*Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Twro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and. ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 1 . Energy design compliance and supporting documentation. CDF responsible area requirements. UELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation cenificatc. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing lener. P2ee -- of = 7 i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ----------------------------------------------------- - Project Title.......... Clark Ryther/Dan Dailey Date:.04/01/02 08:17:53 Project Address........ Lot 29 Durham Land Est. ******* --------------------- Chico, Ca. *v6.01* o i el Documentation Author... Jim Peterson ******* Building Pefit # Northstar Engineering z- 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey -----------------------------------------------------------------------=------- GENERAL INFORMATION FENESTRATION Over - Conditioned Floor Area..... 2584 sf Area Building Type .............. Single Family Detached Interior Construction Type ......... New Orientation Building Front Orientation. Front Facing 0 deg (N) Factor Number of Dwelling Units... 1 Shading Number of Stories.......... 1 Front Floor Construction Type.... Slab On Grade ------ 0.300 Glazing Percentage......... 15.8 % of floor area -------------- Standard Average Glazing U -factor... 0.31 Btu/hr-sf-F Front Average Glazing SHGC....... 0.3 0.300 Average Ceiling Height..... 8.7 ft Standard BUILDING SHELL INSULATION Component ------------------7------ Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value ----------------------- R -value U -factor Location/Comments -------------- ------------------------ Wall Wood R-15 R-0 R-15 -0.081 Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC -Shading Shading Fins -------------------- Window Front (N) ----- 25.0 ------ 0.300 ------ 0.290 --------------- Standard -------------- Standard ----- None Window Front (N) 25.0 0.300 0.290 Standard Standard None Door Front (N) 20.0 0.300 0.290 Standard Standard None Window Front (NE) 10.0 0.300 0.290 Standard Standard None Window Front (NE) 10.0 0.300 0.290 Standard Standard None Window Front (N) 10.0 0.300 0.290 Standard Stan d None Window Front (N) 10.0 0.300 0.290 Standard None Window Front (N) 10.0 0.300 0.290 Standard �( r None Window Front (N) 6.0 0.300 0.290 Standar��` �a dear None Window Right (W) 20.0 0.300 0.290 Stan '� S dord� None Window Right (W) 20.0 0.300 0.290 Sta� Sdard None Window Left (E) 20.0 0.300 0.290 Stanar Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------------------------------------------- Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08.17:53 ----------- - MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Left (E) 6.0 0.300 0.290 Standard Standard None Window Left (E) 12.0 0.300 0.290 Standard Standard None Window Left (E) 12.0 0.300 0.290 Standard Standard None Door Back (S) 40.0 0.300 0.290 Standard Standard None Window Back (S) 8.0 0.300 0.290 Standard Standard None Window Back (S) 53.0 0.300 0.290 Standard Standard None Window Left (SE) 10.0 0.300 0.290 Standard Standard None Window Back (S) 40.0 0.300 0.290 Standard Standard None Window Back (SW) 10.0 0.300 0.290 Standard Standard None Window Back (S) 25.0 0.300 0.290 Standard Standard None Skylight Horz 6.0 0.680 0.670 None None None � SLAB SURFACES A0 -------------- Area - Slab Type (sf) ---------------- ------ Standard Slab 3716 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type ------------ ------------ ------- ----------- -------------- ------ ---=------ Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.61 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17:53 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... n Daile Company. Address. W Chico, Ca. 95973 Phone... 32 -38 5 License Tim Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. (date) W MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R --------------------------------------------------------------- - Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17.53 Project Address........ Lot 29 Durham Land Est. ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Climate Zone........... Compliance Method...... Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ---------------- MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title .......... Clark Ryther Dan Dailey Date..04 01 02 08:17:53 MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and ✓ faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric k MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R --------------------------- Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17:53 ------------------------ MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM MF -1R I I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation ✓ pump time switch. k 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------- - Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17:53 Project Address........ Lot 29 Durham Land Est. ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------- MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 11.73 8.96 2.77 = = Space Cooling.......... 6.95 7.01 -0.06 = = Water Heating.......... 11.03 9.56 1.47 = = Total 29.71 25.53 4.18 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2584 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 22395 cf 3716 sf 15.8 % of floor area 0.31 Btu/hr-sf-F 0.3 8.7 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17:53 MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM C -2R I I User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Orientation ---------------------- HOUSE Floor ------------- # of Window ----------- Vent Vent Air Window Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) ----- (cf) ------- Units ----- itioned ------- Type (ft) ----------- ----- (sf) Credit -------- --------- -------------- HOUSE 6 Window Front (N) 7 Window Front Residence 2584 22395 1.00 Yes Setback 2.0 Standard No Front (N) 10 OPAQUE SURFACES Right (W) 11 Area U- --------------- Insul Act Solar Form 3 Location/ Surface (sf) ------ factor ----- R-val ----- Azm Tilt --- ---- Gains ----- Reference ------------ Comments ---------------- -------------- HOUSE Window Left (E) 16 Door Back- (S) 1 Wall 422 0.081 15 0 90 Yes W.15.2X4.16 (S) 2 Wall 28 0.081 15 45 90 Yes W.15.2X4.16 (S) 3 Wall 334 0.081 15 90 90 Yes W.15.2X4.16 4 Wall 362 0.081 15 180 90 Yes W.15.2X4.16 5 Wall 8 0.081 15 135 90 Yes W.15.2X4.16 6 Wall 8 0.081 15 225 90 Yes W.15.2X4.16 7 Wall 344 0.081 15 270 90 Yes W.15.2X4.16 8 Roof 2578 0.025 38 n/a 0 Yes R.38.2X4.24 Attic Orientation ---------------------- HOUSE 1 Window Front (N) 2 Window Front (N) 3 Door Front (N) 4 Window Front (NE) 5 Window Front (NE) 6 Window Front (N) 7 Window Front (N) 8 Window Front (N) 9 Window Front (N) 10 Window Right (W) 11 Window Right (W) 12 Window Left (E) 13 Window Left (E) 14 Window Left (E) 15 Window Left (E) 16 Door Back- (S) 17 Window Back (S) 18 Window Back (S) 19 Window Left (SE) 20 Window Back (S) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade (sf).factor SHGC Azm Tilt Type/SHGC ----- ----- ----- --- ---- -------------- 25.0 0.300 0.290 0 90 Standard/0.76 25.0 0.300 0.290 0 90 Standard/0.76 20.0 0.300 0.290 0 90 Standard/0.76 10.0 0.300 0.290 45 90 Standard/0.76 10.0 0.300 0.290 45 90 Standard/0.76 10.0 0.300 0.290 0 90 Standard/0.76 10.0 0.300 0.290 0 90 Standard/0.76 10.0 0.300 0.290 0 90 Standard/0.76 6.0 0.300 0.290 0 90 Standard/0.76 20.0 0.300 0.290 270 90 Standard/0.76 20.0 0.300 0.290 270 90 Standard/0.76 20.0 0.300 0.290 90 90 Standard/0.76 6.0 0.300 0.290 90 90 Standard/0.76 12.0 0.300 0.290 90 90 Standard/0.76 12.0 0.300 0.290 90 90 Standard/0.76 40.0 0.300 0.290 180 90 Standard/0.76 8.0 0.300 0.290 180 90 Standard/0.76 53.0 0.300 0.290 180 90 Standard/0.76 10.0 0.300 0.290 135 90 Standard/0.76 40.0 0.300 0.290 180 90 Standard/0.76 Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------- Project Title.......... Clark Ryther/Dan Dailey Date..04/01/02 08:17:53 ----------------- MICROPAS6 v6.01 File -7746 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Clark Ryther/Dan Dailey - ------------------------------------------------------------------------------ SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 3716 HVAC SYSTEMS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 None/1 FENESTRATION SURFACES Tested ACOA Area ---------------------- U- Act Duct Duct Exterior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC ---------------------- 21 Window Back ----- (SW) 10.0 ----- ----- 0.300 0.290 --- 225 ---- 90 -------------- Standard/0.76 22 Window Back (S) 25.0 0.300 0.290 180 90 Standard/0.76 23 Skylight Horz 6.0 0.680 0.670 0 0 None/1 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 3716 HVAC SYSTEMS Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 None/1 REMARKS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location -------------------- R -value Leakage ------------------------ D Eff ---- HOUSE Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type Distribution Type System Factor (gal) R -value 1 Storage ----------- Gas ------------------- Standard -------------- ------ 1 0.61 50 ---------- R- n/a REMARKS .Tc. LARRY�A LATER from: CHICO ENV. HEALTH ❑ APPROVED f�. _..nit #: Genera/Information owners Name: &I"Address: Building Site Addre! EHS /L CONDITIONALLY APPROVED APR 4 20M ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: vlzloa AP#. c9.39-Yrnrl -02e;) Prooertylnformation Permit Tvae: ❑ Agriculture Building ❑ Commercial ❑ Industrial AA��rr ❑Mobile Home �SFD C] Residential Accessory ❑ 2nd Dwelling Elt1»�6 Multi -Family >2 units per parcel eptic ❑ Well ❑ Other Zone District: General Plan: Use Permit: Parcel Is In: Date of Zoning Ordinance: Development Agreement: Variance: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ( No ❑ Yes Violation Area No ❑ Yes Specific Plan X No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use Floodplain R No El Yes Zone: �— Watershed Protection Zone No ❑ Yes Pr000sed Use Comolies With: 5? General Plan Zoning Pr000sed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family U Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aaolicable Setbacks: ❑ Other ❑ Other Panel Number: ❑ Accessory Building Use Code hwZonin Fre Prevention Subdivision Ma Front Side Side street Rear Height Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by-, ❑ Deeds Date of creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: []No ❑ Yes Comments: DV O -HA r� LX`41,JD iffi Map Date of Recording:�3)(�,� I ZAIS•Z . Lot: 1-Z-- I Block: Book:' Pagel: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: SAE�e /q -r -T P CH e--7---) 4 L N DIRECTION ; b✓ IV e.,. 5jP I C-cL SatF cfoA..g 6 -Te �V 5 < 7 I I I ScpTc I _ je a 6S' . 3 0 N r i41 Te- r. L�d�Lti F; e, 113' sfep ' ELLIS ASE SUPPLIES 841A6C M A .P 40 u;Se �6n !O' NC, t% lonl 5A 1) nod bn 1� Aff moor: T -- too joo 5.4 &W#% C.Ua..e46-41C sic. 1 �AwSr� F ct•s.:y C.Tc 4.. C, If Fwce i CYi4T"/ 36� De.cft Inv � v f 0 o P6Su T� 6 \.\� o `Owner: :FILE C� o7 SPA GENERAL SPECIFICATIONS A TYPE: MDL • DI NSION: DEPT . COLOR TOTALGALLONd SPAJETS TIL HEATER: PUMP d MOTOR: AIR BLOWER: OAS LINE PLUMBING 56 SPA: ELECTRI AL: CLOCK: EXC ATION: D KING ISCELLANEOUS: OLAR GENERA S CIFICAT16,Wg SO. FT. POOL 60. FP4ANEL PANEL TYPE EL SRE NUMBER PANEL P MB RUN AUTOMATIC MANU THERMWETERS BOOSTER PU SthdLE O DOUBLE O ELECTRIC BY: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION 03W-y6o_o70 LOT NO. TRACT NO. BOOK —PAGE _BLOCK_ ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MOR. SALESMAN OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF. CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME &714 -8`)0S1.e-vagal ADDRESS 2501 % o-d- lnwtn C Pr 9S 38 CROSS STREETS RES. PHONE 412 -U9$tl BUS. PHONE 1 7.Z "V,EAST 20TH STREET PERFECTION CHICO, CA 95928 • • j (916) 895-0437 License #566654 am � N ' DIRECTION SJF I—r,L-'-% S"F GIlf'l-g 6 -Te I Fe r i f i 5� < f I I snPT� I .. I a 6s, I 3 0 r _ _._._.......... .... 113 ELLIS ASE SUPPLIES O4ODSo 13 a 40 145e- 6 t5e6 r 0. i M R .P t � 9 I c � 1 U�rT:,, 7--,, aon 2503 .. t� lool ,J�aii ,.sol bn b..'IT Z� At) dourt T /.uol o+ q,la..rr» 85 4br ar9rseTe.-I t.e.T ,+pry I �{) 1�iarriav 7�cncc S�' ADS S •,,,M-Lii ...,owb/ri I >:Icc 1 p'lofn s.1� I r a; y Scl F 3 7 �G ; 4r S� Fwac Zir Y =G n 36' Deck. sn I,y1r 0" V BUTTE COUNTY Q f 9S b -- 2 D x `y O r Poo) APP—mvv. .a �. O O �_ Assessor Copy Owner, APN O`er - -070 A /0, BP# aQ`7--013 j ml SPA GENERAL SPECIFICATIONS A TYPE: MDL • DI NSION: DEPT . COLOR V TOTALGALLObd SPAJETS TIL HEATER: PUMP 6 MOTOR: AIR BLOWER: OAS LINE: PLUMBING SdR SPA: ELECTRI AL: CLOCK: EXC ATION: D KING ISCELLANEOUS: OLAR GENERA S CIFICATIO SO. FT. POOLN11 SO. FVIrANEL PANEL TYPE EL SIZE NUMBER PANEL P MB RUN AUTOMATIC MANU THER ETERS BOOSTER PUIAZ SI LE ❑ DOUBLE O ELECTRIC BV: JOB NO. MAP BOOK NO. LEGAL DESCRIPTION o70 LOT NO. TRACT NO. BOOK —PAGE _BLOCK_ ESCROW CLOSE TENTATIVE DIG DATE PERMIT OFFICE MOR. SALESMAN X11 OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF. CLOSING AND SELF LATCHING. DO NOT TURN ON POOL LIGHT WHEN POOL 15 EMPTY POOL OR SPA NAME Esc. ll 't" Sle�aoM ADDRESS 250 ,Y t i.,.— C 14 c15 39 CROSS STREETS RES. PHONE �I2 -eJU BUS. PHONE 17Z 8 W EAST 20TH STREET PERFECTION CHICO, CA 95928 • .� • , (916) 895-04V License #566654 'W