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Y 't r i3Yli"„ �� . ,. r � JNI 'HdV2i Lib Cll ciVLt bt'.l.\ i :.� Certificate of Compliance: Residential Climate Zone 11 G ProjectTltle / �(1)C ,e� Building Permits / a2Y d Project Address % J / �� n� C. Checked By / Date Documentation Author Telephone Enforcement Agency Use Only G Area % Glass BUILDING DATA North U a Conditioned Floor Area y Number of Stories East Slab/Raised Floor Number of :Units South -- Fami! Detached SFD) - [y'Single y ( [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building _ [ ] Multi -Family (NM [ ] Existing -Plus -Addition Totalylight BUILDING SHELL INSULATION-'.-.'. Component Insulation Locaqorvcommen(ts Type R -Value (attic, to garage, raical, etc.) Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation s9 (singK double) oller'blind. etc.) (shadescreem etc.) es/no) (metaltwood) North ( ) North ( ) East— East ( ) South ( ) 90.E _ South ( ) West_ ( ) 3— West ( ) Skylight....... �- - THERMAL MASS - - Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Loeadon/DeSCription (kitchen. bath, etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat um) (SE, SEER,HSPF) ly - 2 5 Duct Location Duct Output Manufacturer / Model # (attic, etc.) • R -Value (Btuh) (or approved equal) Frena\ Maximum Furnace Heating Output: d_fL�l3:3Btuh aU��D�NG DEP HOT WATER SYSTEMS Tank Manufacturer/Model # DEPARTMENT etc.) . Capacity (or approvea equal) ' SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) I Mandatory Measures Checklist: Residential MF -111 T NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance f approach used. Items marked with an asterisk (•) may be superseded by mart stringent compliance requirements listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance speaficauons for the mandatory measure whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(by Loose rill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to -exterior mass walls). §2.5352(ky Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greatcr than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to Emit au leakage. b. Doors and windows ccrtified. c. Doors and windows weatherstripped: all joints and penetrations caulked and seated §2-5352(e): Special infdtration barrier installed to comply with 12.5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: L Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measure §2-5352(8) and 2-5303: Space conditioning equipment siring: attach alrulations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. , §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or grater) or combined interior/exterior insulation (R-16 or gaster): fust 5 feu of piprs closest to tank insulated (R-3 or greater). §2.5312(Eaception p: Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. System has: a Orloff switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers• freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATENOgT DESIGNER I ENFORCEMENT I - This certificate of complimic a lists the braiding feaWres and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20.Onptrjr2. Subchapter4. Articled of ft California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to my subsequent purchaser of the building. Designer Building Owner Namy�e: " Name: a�, ►►ice jV , � WYLtz TwelFirm Titk/Fum. r1l U� Imo- �3 � Addren: Address: Tckphonc Tckphonc % 3 - 3 r7t2 Lic. 0: (signature) (date).. (signature) (date) Documentation Author Enforcement Agency Name: Name: TitklFitm ;Agency:' Address: Telephone: 1. Ceiling Insulation U -value Number of stories -48 R -value One Two Three R-0 -103 49 -32 R-19 -8 -4 .2 R-30 -2 -1 -1 R-08. 0 0 0 U -value t 0.10 -17 -8 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 ` 0.08 -18 -9 -6.. . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 -11 -7 `-5 R-5 2. Wall Insulation •-4 3 R-11 Single- Single - -2 R-19 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 .R-13 2 2 1 R-19 8 6 4 U -value 3 F2 factor 40 -11 0.80 ` -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3 8 12 17 3. Raised Floor Insulation -20 0 4 Insulation in -Floor 13 17 15 Number of stories 6 R -value One Two Three R-0 -17 -8 .5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -14 -48 -69 --- --.-0.60 . -144 -70 4§ 0.50 -120 -58 -3$ 1 0.40 -95 -46 '..6. Glass Heat Loss 0.30- -69 -34 Total 0.20 -43 -21 :-t4 t 0.10 -17 -8 =5 0.08 -11 -6 4 0.06 -6 -3 _ 0.04 -1 0 0 - 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -19 -9 Number of stories 10 R -value One Two Three R-0 -11 -7 `-5 R-5 -4 •-4 3 R-11 -2 -2 -2 R-19 -1 .2 .2 4. Slab Edge Insulation -2 :, --- - 13 Number of Stories - R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 40 -11 -4 2 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) -14 -48 -69 Specification na . Points o rceat Stan x SC) -59 Star►dard na 14 0 -35 '..6. Glass Heat Loss North East South •.West Skylight Total 5 1 4 1 U -value 16 Percent 2 5 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -07 -26 -14 -0 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 40 -11 -4 2 8 15 4 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 4 1 6 11 16 18 -26 -0 2 7 12 16 17 -23 -1 • 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) -14 -48 -69 --EffectIve Percent Glass na 16 -12 o rceat Stan x SC) -59 Effective na 14 -10 -35 %Glass North East South •.West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 _ 5_ 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3.0 1 4 f6. Shading (Shade Closed) _ Effective Pei ces t Glass (Perrcmt Qlasa X SC) Effecdve %Glass Nat) East South West Skyfght 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -3'3 na 10 -6 -23 -01 -29 -74 9 -5 -20 -27 -25 -65 8 .5 -17 -23 -21.. -56 7 -4 -14 49 -18 -47 6 -3 -11 -15. -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 no . not allowed 9. Interior Thermal'Mass Single- Single - -12.-Cooling Syst!m Interior Family Slab Floor Raised Floor Mass Mass Stories Attached Family Stories 0 /CFA One Two Three one Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 . 3 1.1 . -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 1 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - -12.-Cooling Syst!m Wall Family Family MU16 -4 Mass Detached Attached Family 0.00 0 0 .0 I 0.20 3 2 1 AREA, 0.40 _ 5 4 3 +6 to 0.60 8 6 4 +5 0.80 10 8 5 -12 -10 1.00 13 10 7 -9 1.20 13 12. 8 7' 8.9 1.40 12 13 9 -2 1.60 10 13 11.. . 1.80 10 12 12 0 2.00 10 11 13 i 11. Heating System 2 1 10.5 7 SE or HSPF 4 3 (assumes ducts In attic) ... 10 9 7 Sum of 1.6 4 3 - 120 _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 . -5 +5 +15 more 0.72 6.60 0 0 0 0 0- 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8. 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 . 13 11 9 7 0.95 8.71 20 18 ' 15 13 11 8 -25 -21 Effective SE or HSPF -13 (SE or HSPF x duct efficiency) 6.0 Effective -25 or -24 to. -14 b -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18' 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment to System Type 10 8 7 6 4 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 -Stories SC % Glass -12.-Cooling Syst!m -Eff. X One -5 -4 SEER -3 -2 -2 Two +_ 3 (assume) ducts In attic) 2 2 1 StI of 7-10 Attached AREA, 1, -25 or .24 to a14 to -4 to +6 to 16 or SEER less •15 I -6 +5 +15 more 8.0 -14 -12 -10 -8 6 4 8.5 -9 -7 -6 .5 -4 . -3 , 7' 8.9 -5 •4 -4 -3 -2 -2 9.0 -4 -3 .3 -2 2 -1 I 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 - 120 15 13 11 9 7 5 13.0 20 17 1412 -1 9 6 0 0 Effective SEER HWR -18 -12 (SEER xduct efficiency) -7 -6 Sun of 7-10 -25 -16 -12 Effective -25 or -?.4 to -14 to -4to +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 .4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 . 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Credit Zonal Control Adjustment b to j 10 8 7 6 4 3 1699 No Cooling System Installed SG None -Stories SC % Glass -Eff. X One -5 -4 -4 -3 -2 -2 Two +_ 3 3 ;. 2 2 2 1 Single -Family Detached and Attached AREA, 1, Unit Size (so AREA Water Exterior Wall Mass HN 11200 AREA 1700 2200 2700 Heater Oredit or !� b to to : or - Type Type lass ,1699 X 2199 2699 more SG None 0 i' 0 0.. 0 0 or Solar 12 `) 8 6 5 4 HP -HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5 4 3 •3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 WSB -25 -16 -12 -10 -8 POU .18 _-12 10% -9 -7- -6 IG None -5 -3 -2 -2 -2 6556 Solar 7 5 4 3 2 100% 105% 1109: 115% 120% 125` POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 25 Solar 8 5 4 3 3 4 POU -10 -6 -5 -4 -3 10% Multi -Family (individual 0.6 units) - 1.2 1.4 1.6 Unit Size (so 2.1 Water 25 699 700 1200 1700 2200 Heater Credit or b to to . or Type Type less 1199 1699 2199 more SG None 0. 0 0 0 0; or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 5 6 WSB 9 4 3 2 2+, 1.6 POU 9 5 3 2 2 1 -SE None -45 23 -15 x'11 r„-9 4.5 Solar 2 1 1 0, , 0�(� 40Y. HWR .23 -12 -8 -6" 1 •=5' 1.9 WSB -25 -13 -8 -6 -5 3.4 _ FQU _23 -12 -8 _.-6 -6 5 --2( IG None -8 -4 -3 -2 50Y. 0.9 Solar 6 3 2 1 1' 23 POU 1. 0 00 3.4 0 IE None -00 -15 -10 - -8 -6 5.1 Solar 18 9 6 4 4 0.9 POU -8 . -4 -3 -2 -2 .A:. Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation A�o or R -value 1381 U -value (0.030] 2. Wall Insulation R 13 or R -value [11] U -value (0.0981 3. Raised Floor Insulation q_ _ or Rvalue [ 1 ]] U -value [0.037] 4. `Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System; r' Zonal Control? (Y / N ) _ 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value (0] F2 factor [0.771 Standard Type U -value 10.651 % Total lass [ 161 % Glass SC Eff. % Glass X 2•,P X 6 X = �� % G�s SC % Glass -Eff. X _ `f• oc2- .2•k X Interior Mass/CF. A X . TYPE 1 MASS AREA = B Interior Mass/CFA COND. FLOOR AREA, TYPE 2 MASS AREA Exterior Wall Mass OND. L OR AREA �.S_X �3 ♦ Type 2 K1S5 SE or 14SPF Duct Efficiency [0.78] Effective or [0.7216.6] HSPF [0.-57615.151 � X Y•I/ SEEP, [9.51 Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] (1.7'..0-4.71 slab) 4 TYPE I WS (UIMC & 4.2. S e: exposed slab) (c.rp.tsd _.E-_ -_ 0% 5% 10% 1S% 20% 2S% 30% 35% ,40% 45% 50% 55% 60% 6556 70% 75% 6o% .85Y. 90% 95% 100% 105% 1109: 115% 120% 125` OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 ' 2.1 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 . -4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5 6 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50Y. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 3.2 3.4 3.6 9.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 25 2 7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6E2' 6512 6$; 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6:3' 65 6 7 90Y." 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 1001/. 1.7 1.9 21 2.3 2.5 26 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5S 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 67 6°9' 7:1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.8 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation A�o or R -value 1381 U -value (0.030] 2. Wall Insulation R 13 or R -value [11] U -value (0.0981 3. Raised Floor Insulation q_ _ or Rvalue [ 1 ]] U -value [0.037] 4. `Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System; r' Zonal Control? (Y / N ) _ 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value (0] F2 factor [0.771 Standard Type U -value 10.651 % Total lass [ 161 % Glass SC Eff. % Glass X 2•,P X 6 X = �� % G�s SC % Glass -Eff. X _ `f• oc2- .2•k X = X • -J-7 = a TYPE 1 MASS AREA = B Interior Mass/CFA COND. FLOOR AREA, TYPE 2 MASS AREA Exterior Wall Mass OND. L OR AREA �.S_X �3 SE SE or 14SPF Duct Efficiency [0.78] Effective or [0.7216.6] HSPF [0.-57615.151 � X Y•I/ SEEP, [9.51 Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] Point Scores e1 0 0 _1 l Sum 1-6 0 0 �/6_7 Point Total. 7.7 A 064-'690' 017_7__� 94-1151B,P,E,M l. HOSTETTER,.,,KARL' t48+6, COLTER, _I� AGALA • CONT: VERN,D. -HALL NEW SINGLE FAMILI, 064-690-043 'PERMIT#96-1902 HOSTETTER, Karl & Thelma Magalia 14824 Colter Way, Cont: Vern Hall Retaining Wall Y R IDENTIAL 064-690-043 PERMIT#96-1902 HOSTETTER, Karl & Thelma 14824 Colter Way,..Magalia Cont: Vern Hall Retaining Wall JOB. FINALE Signature V=OK O = Not OK Not ' = NotRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES Plans OK except #'s Hing Requirements -Setbacks -Easements ngs; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steeps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -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. Test4Nater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap; / / Uft. / /Nat. or/ /°-"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits;Insp.Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES Plans OK except #'s Hing Requirements -Setbacks -Easements ngs; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steeps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -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. Test4Nater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date 46. UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ PFtg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; C lea ra nce-M ater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htc; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Ran -,e Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 86. Water Well, Disconnect, Electrical, Plumbing Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date 89. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 46. FRAMING (Continued) _ Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rf r. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V z*"' COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION _ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT S -19na ASSESSOR PARCEL NUMBER 064-690-043 ZONING R1 BUILDING PERMIT OWNER KARL & THELMA HOSTETTER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1:30' 650.00 OWNER'S "UNG ADDRESS 14824 COLTER WAY MAGALIA, 95954 CONTRACTOR'S NAME VERN HALL `t CONTRACTORS MAILING ADDRESS, 166 BEVERLY LN PARADISE / Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 19.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 14824 COLTER WAY PERMITFEE $ 62.00 PLUMBING PERMIT Filing Fee 20.00 MAGALIA Each Trap 7.00 LAT NO. SUBDNIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other RETAINING WALL SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New l] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: - Mobile Home S G W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service 0 OR LESS ( 2000A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in force and effect. r License Class Lic. No. 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. ) so. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 WER (a SINGLE OUTLETTUS C R. ) Ex. Occup. (OUTLEr OR FIXTURES 20 Q I.00 BAL .50 Ex. Occup. (oFXEEDrs RES D.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) �p I certify that in the performance of the work for which this permit is ssued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions.This Bn n X �t� ° Date Z Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ 62.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSU permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By late PERMITEXPIRES ON / (Date) Receipt No. 202528 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .y f COUNTYOF BUTTE - DEPARTMENT OF MVEg9PII`j ENT SERVICES -BUILDING DIVISION 7COUNTY CEN 'R,DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 i r PERMIT APPLICAT ON DATA SHEET a, - • •• - • • • • Building No. " jp I Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1, All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ........ .......... . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12a ifornia Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flo�gr�) by California Engineer. - 14. Sanitation and plot plan approval t Health Department. .......... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for to Bussing Ins regor required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ t. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. 28. Mobilehome utility clearance . .......................................... ' 29. Documentation of legal access . ..................... :............ ...... lo 30. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the e�rmitprocess as follows: M' to own g Mail to contractor. Telephone -l/-'toil `� - and hold for pickup at 1 �lP office. Deliver with inspector. Other \ - Parcel Creation 6 Acreage Applicant �"" Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. ;. Fire Dept. --,=,X- Other Date By The following data must be submitted prior to permit 1. Index permit for above items No. 1 2. Additional items required: new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date O Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works � -r- J � ' "� �' Y' i • � JF I + j X r Y'r i S1 C . Ea J% • /I y��i�y i�+0i yV+�q TD TD 4 �1 H.H. USE ONLY Plot Plan Attached 7T5— Floor Plan Attached Al O Sort to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance yg� Owner /dation / AP# Plan Approved for: Sewage Disposal Water Su 1 Pub 'c ✓ Private Well PP g Po P Yy� Clearance for bedroom mobile home.ther D—/ee, , c l A G Hold final for: Final clearance O.K. for: NOTE: R/9? COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Ca3fornial-95965 - Telephone (916) 538-7541 4;z�, APPLICATION AND PERMIT PERMIT NO. ` — ASSESSOR PARCEL NUMBER / 90— v ZO"I"� BUILDING PERMIT OWNER ' TELEPN°"E SO. FT. OCC. BUILDING VALUATION IUNG ADORES OWNEROnANT w CONTRAOR'S NAME TELEPHONE CO TORS MAL ADDRESS LL llr?ir L Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation - $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS - _ Permit Fee - $ , ARCHfrECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 3 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE S PLUMBINGPERMIT Filing Fee 20.00 Each -Trap 7.00 LOT NO. S UBDNIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE _ n SF ❑ Duplex ❑ Mobilehome ❑ OtherGas sPECI Each gas water heater or vent 15.00 piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I GI 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filin Fee 20:00 - (Main Service E00V OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code. I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. NEW CONST. DWELLING OCCUR OR ADONS. ( 8 ACC. ) SD. 3.5¢ FT. UTLEBLDS NEW CONST. MULTI.O UTLET NON•RESIO. ( BRANCH CIRCUITS ) @7.50 APPARAT (a SOINGLE OUTLET C a ) Ex. Occup. OUTLET OR FIXTURES ) BAL @ I:50 FIXED APPLNS. OR EX. Occup. p• ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is DCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP FLOOD I CDF PARCEL PD HO ISSUE This permit is hereby issued under me applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON I (Date) ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT STRUCTURAL ' CALCULATIONS FOR . CONCRETE CANTILEVER RETAINING WALLS VERN HALL .& KENNETH YOUNG GENERAL CONTRACTORS 7166 BEVERLY LANE PARADISQ CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1994 EDITION O. THE UBC SIGNED DATE rRmv^ L. /,unuS,--R[E 32434 F L T ENGINE 5790 CLA PARADISE, (916) ~~ �� 0� � � SUBJECT: CML CANTILEVER RETAINING WALLS BY: FLT 'DATE: 7/96 : JOB NO.: 6076 PROJECT: VERN HALL €< KENNETH YOUNG 71SS BEVERLY LANE, PARADISE, CA 959S'D DESIGN— CRI TELI A_. FLT . ENG I NEERI NC; 5790 0 r LARK WOAD PARADISE, CA SHEET 1 OF 1 FREE STANDING CONCRETE MASONRY WALL WITH LEVEL BACKFILL. CODE 1994 UBC SUPERIMPOSED LOADS: NONE CALL'S PROVIDED FOR: A. '-8" HIGH WALL — SHEETS 2 & 3 B. 41-0" HIGH WALL — SHEETS 4 & 5 C. 51-4" HIGH WALL — SHEETS 6 & i D. 0-8" HIGH WALL — SHEETS S, 9 & 10 E. 3`0" HIGH WALL — SHEETS 1 1 . 12 & 13 F. 91 —4" HIGH WALL - SHEETS 14, 15, &< 16 CONSTRUCTION DETAIL — SHEET _ 17 MATERIALS: CONCRETE — ULTIMATE COMPRESS. 'STRENGTH — f Y c = 2500 PSI L 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH = f , m = 1500 PSI, GROUTED SOLID, NO INSPECTION REROUIRED, REINFORCING -- ASTM A615, GRADE 40 ALLOWABLE SOIL BEARING PRESSURE' 1500 PSr--- ALL OWABLE LATERAL BRG. PRESSURE.— 200 PSF, PROJECT . V. HALL & K. YOUNG G. C. JOB NO. 6076 DATE 7/1996 ±_AL -C: ' ` BY . FLT SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL --------------------------------- WALL -DE's I G0. ALL CAL!_:ULAT I O NLS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK RnAD PARADISE, ±_:A ( 916) 372-0254 SHEET Z OF 17 GRADE -SLOPE RATIO: LE' a EL SOIL EQUIVALENT FLUID PRESSURE (PSF) a 3!'-) SURCHARGE (PSF ) e i? 'YIELD STRENGTH OF REINF. — F y (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Am (PSI): 250.00 GRAVITY LOAD - I•iEAD LOAD (KIP): ( ) - LIVE. LOAD (KIP) : i) OVERALL HEIGHTOF THE WALL - H (FEET): 2.67.��_ OVERALL HEIGHT OF THE SOIL - Hr (FEET): 2.17 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INC:HES): 7.6 GROUTED SOLID --- WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) e 54 TOTAL EARTH PRESSURE - Fw (KIP): 0.07 MOMENT.- Mw (FT-�--::IP) a 0.05* AREA REINF. (IN' 2) 'd' (IN.) SIZE & SPA (IPJ) ----------------------------------------------------- � - V _ C �"1L I� 368.2 0.007J. 35 #4 ` 368. 2 MIN. VERTICAL REINF. - .12-% (IN` 2) .' 0.1013 MIN. HORIZONTAL REINF. - .08 ; (IN -2): 0.073 DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: 44 @ 52 - EFFE±_TIVE RATIO OF REINF. p: 0.0023 MODULAR RATIO - n: 25. COEFFICIENT - k: 0._ 92 ACTUAL RATIO OF D I i ANCE�). - ��1-1_JJ 1- I OEr FIi. IENT — 'ki e a� /� a a—I L / 7.587 ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): 13.54 < 250.00 ACTUAL TENSIONAL 'LTi -CESS OF REINF. -,f—(KSI): =.8J < 20.00 COMBINED STRESSES @ WALL: 0.05 � ' PROJECT : V. HALL & K. YOUNG G. C. JOB N[i : 6076 ' DATE : 7/1996 ' ` ` CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA' (916) 872-0254 SHEET AOF ,, �� DENSITY OF'SOIL (PCF): ' 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: ^ '/ 0.35 ' ' FOOTING DEPTH (INCHES): ' 12 FOOTING WIDTH - HEEL (INCHES): 4 - TOE (INCHES): ' 4 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY _ DEPTH (INCHES): 0 -' BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): � 16 (KIP): OVERTURNING FORCE F(KI �" - : - 0.15 OVERTURNING MOMENT - Mo (FT -KIP): ' 0.16 TOTAL RESISTING WEIGHT - W (KIP): 0.56 RESISTING MOMENT - Mr (FT -KIP): 0.43 OVERTURNING RATIO - SF . . 2.69 � NET MOMENT - Mn (FT -KIP): 0.27 ECCENTRICITY - e (FEET): 0.19 ECCENTRIC MOMENT - Me�(FT-KIP): ' 0111 � FOOTING AREA - Af (FT^2): 1.33 SECTION MODULUS - S <FT^3): / 0.30 SOIL PRESSURES - DL ONLY - SPt (PSF): 781.76 < 1500 - SPh (PSF): 63.52 > 0 SLIDING RESISTING FORCE - Fr (KIP)., 0.30 > 0.15 X 1.5 = 0.23 ` PROJECT : V. HALL & K. YOUNG G. C. »JOB NO. t 6076 DATE - : 7/1996 CALCIS BY : ELT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL CALCULATIONS A2£ IN UNITS/LN. ET. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (RSF): . YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (ESI): ULTIMATE COMPRESSIVE STRENGTH OF CMO (PSI): SPECIAL INSPECTION REQUIRED: . ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): LIVE LOAD (KIP): OVERALL HEIGHT of THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (RCF): AVERAGE WEIGHT OF WALL (RSF): TOTAL EARTH PRESSURE - Fw (KIR): MOMENT.- Mw (FT -KIR): AREA REINF. (IN22) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 77777 5.55 #4 @ 87.7 MIN. VERTICAL REINF, - .12 & (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF, - VERTICAL: #4 z 16 . - HORIZONTAL: #4 @ 32 EFFECTIVE RATIO DE REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - J: COEFFICIENT - 2/RJ: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: ELT ENGINEERING 5700 CLARK ROAD PARADISE; CA (916) 872-0254 SHEET 10 OF 117 LEVEL SO . 0 40 2500 1500 NO 230.00 0 0 4` 3.s 7.6 7.6 135 84 0.18 0.21 0.109 0.075. 0.0023 25.8 §,292 0.903 7.587 5E.B3 < 250.00 3.55 < 20.00 0.23 Mm PROJECT : V. HALL & K. YOUNG G. C. JOB NO. :'607E, DATE : 7/1996 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF S[TIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 � FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 10 - TOE (INCHES): 6 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING F /R ' - 'o (KIP): - 0. 30 OVERTURNING MOMENT - Mo (FT -KIP): 0.46 TOTAL RESISTING WEIGHT- W (KIP): 1.07 RESISTING MOMENT - Mr (FT -KIP): 1.21 - OVERTURNING RATIOSF 2.65 NET MOMENT - Mn (FT -KIP): - 0.75 ECCENTRICITY - e (FEET): 0.30 ECCENTRIC MOMENT - Me (FT -KIP): 0.32 FOOTING AREA- Af (FT^2): 2.00 SECTION MODULUS - 9 (FT -3): 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - HEEL: UNIFORM -LOAD @ HEEL - Wv (PLF): PRESS' @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh iFT-KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T- OF �� , /� 1015.88 < 1500 54.70 > 0 0.47 > 0.30 X 1.5 = 0.46 445.30 0.00 480'59 0.07 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) DESIGN HEEL REINF.: PROJECT : V. HALL & K. YOUNG G. C. JOB NO. :'607E, DATE . 7/1996 CALCIS BY e FLT SUBJECT: CONC. MASONRY CANTILEVELR RETAINING WALL ---------------------------------------- WALL DESIGN: ALL CALCULATIONS r- RE IN UC%l I TS/LI'; . FT. FLT ENGINEERING 5790 CLARE+. ROAD PARADISE, CA ( 91 v) 872-0254 SHEET S OF /,7 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF ) e 3('-') SURCHARGE. (PSF .).: r j YIELD STRENGTH OF REINF. — Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 ULTIMATE COMPRESSIVE STRENGTH OF C:MU (PSI): 1500 SPECIAL INSPECTION REQUIRED2 NO ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): 250.00 GRAVITY LOAD -DEAD LOAD (KIP): i ) — _ LIVE LOAD (KIPA o OVERALL HEIGHT OF THE WALL — H WEET): 5.33-' OVERALL HEIGHT OF THE SOIL — Hr (FEET): 4.33 THICKNESS OF WALL — TOP (INCHES): 7.6 — BOTTOM (INCHESj: 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL is PSF i : 84 TOTAL EARTH PRESSURE — F -w (KIP): 0.35 MOMENT — Mw (FT—KIP): 0. 56 AREA REINF. (IN -2) I d' t IN) SIZE & SPA (IN) ------------------------------------------------ 0.072 5. 35 #4 ld 33.4 MIN. VERTICAL REINF. — .12 % (IN' 25: 0.109 MIN. HORIZONTAL REINF. -- .08 % is IN"2 i e 0.073. DESIGN REINF. — VERTICAL: #4 @ 16 — HORIZONTAL: 44 3 EFFECTIVE RATIO OF REINF. — p: 0.0023 MODULAR RATIO — ng 25.8 COEFFICIENT — k:: 0.292 ACTUAL RATIO OF DISTANCE — j: 0.903 COEFFICIENT — 2/ k 7.5877 ACTUAL COMPRESS 14 +E STRESS OF CMU — fm (PSI): 149.34 < 250.50 ACTUAL TENSIONAL STRESS OF REINF. - f = (KSI); ry - . ): OMB I P• ED S�1 RESSES `C WALL: 0. S!_) G, PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 6076 DATE : 7/1996 CALCIS BY : FLT FOOTING DESIGN: ----------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 02-0254 SHEET 7 OF /7 DENSITY OF SOIL' (PCF):' 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: ' 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRIClION COEFFICIENT - Fc: ' 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 20 - TOE (INCHES): 6 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY- (INCHES): INCHES) : 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 34 OVERTURNING FORCE'! Fo (KIP): � OVERTURNING'MOnENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FTmKIP): FOOTING AREA - Af (FT -2): SECTION MODULUS - S 1FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - HEEL: ` UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF)g PRESS. @ FACE'OF WALL - SPf (PSF):. MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.024. 9.75 #4 @ 101.1 DESIGN HEEL REINF.: #4 @ 32 0.51 0.99 1.93 2.91 2.93 1.92 0.42 0.82 2.83 1.34 1293.64 < 1500 69.42 > 0 0.78 > 0.51 X 1.5 = 0.76 563.58 0.00 792.14 0.34 PROJECT z V. HALL & K. YOUNG G. C. JOB NO. : 6076 DATE : 7/1996 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE iPSF): ' YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI)i SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD.- DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL -HEIGHT OF THE WALL'- H (:FEET:).- OVERALL-HEIGHT FEET):OVERALLHEI8HT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.036 9.29 #5 @ 43.1 MIN. VERTICAL REINF. - .12 % (IN -h: MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF, - VERTICAL: #5 @ 16 - HORIZONTAL: #4 @ 24 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF , 17 LEVEL 30 0 40 2500 1500 NO 250.00 0 0 6.67 6.17 ' 7.6 11.6 135 133 0.57 1:17 0.167 0.111 0.0021 25.8 0.279 0.907 7.915 107.76 < 250.00 7.19 < 20.00 0.43 ml PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 6076' DATE : 7/1996 CALC'S BY : FLT FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA (916> 872-0254 SHEET I OF 147 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.83 THICKNESS OF WALL- BOTTOM� � (INCHES): ' 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): ' 84 - TOTAL EARTH PRESSUREw F2 (KIP) : 0.35 MOMENT @ Hw2 - Mw2 (FT -KIP): DEPTH (INCHES): 0.56 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) BACK TO BACK OF FOOTING .0.072 5.35 #4 @ 33.4 FOOTING (INCHES): DESIGN REINF. - VERTICAL: #4 @ 16 FOOTING DESIGN: --------------- DENSITY:-OF-SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT- Fc: ` 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (I : NCHES) ' 28 - TOE (INCHES): 6 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 46 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ^ NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - If (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 0.77 1.34 3.19 6.31 3.42 4.46 0.52 1.65 3.83 2'45 1508.27 < 1500 67,�,' 157.11 > 0 1.22 > 0.77 X 1.5 = 1.16 '- ' PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 6076 DATE : 7/1996 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): ' AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 005, _______________________________-_______________0.025 8.69 #5 @ 149 DESIGN TOE REINF.: #5 @ 16 ' FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSFA PRESS. @ FACE OF WALL -SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) 'dl(IN) ------------- ------------------------------------- ___________________________________0.052 SIZE & SPA (IN) 0'. 0529.6g #5 @ 71.1 DESIGN HEEL REINF.: .#5 @ 32 0.93 0.32 609.89 0.00 881.19 0.74 FLT ENGINEERING 5790 CLARK.ROAn PARADISE, CA (916} 872-0254 PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 6076 DATE : 7/1996 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------- �_____ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE '(PSF): ' YIELD STRENGTH OFREINF. - Fy (KSI).- ULTIMATE KSI):ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMV (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE.LOAD. (KIP): OVERALL HEI8HT.OF THE WALL'- H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET h' OF 127 LEVEL 30 0 40 2500 1500 NO 250.00 � � � 8 -_ 7.5 7.6 11.6 135 133 TOTAL EARTH PRESSURE - Fw (KIP): 0.84 MOMENT — Mw (FT -KIP): 2.11 � AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ---------------------------------- L ------------- 0'155 9.29 #5 @ 24 MIN. VERTICAL REINF. - .12 % (IN -2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 16 - HORIZONTAL: #4 @ 24 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF, - fs (KSI): COMBINED STRESSES @ WALL: 0.167 / 0.111 ^ 0.0021 25.8 0.279 0.907 7.915 193.55 < 250.00 12.92 < 20.00 0.77 PROJECT : V. HALL & K. YOUNG G. C. DEPTH JOB NO. : 6076 DATE : 7/1996 ` WIDTH CALCIS BY : FLT 12 HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 4^83 THICKNESS OF WALL - BOTTOM2 (INCHES): ^ GROUTED SOLID - WEIGHT OF GROUT (PCF): ' 7^6 AVERAGE WEIGHT DF WALL (PSF): 135 DEPTH (INCHES): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): BACK TO BACK OF FOOTING FOOTING (INCHES): MOMENT @ Hw2 - Mw2 (FT -KIP): 0^35 0.56 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) --------------------------------------------------- 0.072 5.35 #4 @ 33.4 DESIGN REI NF. - VERTICAL: #4 @ 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF�CONCERTE (PCF): ' 100 OVERTURNING RATIO - MIN: 150 1.5 - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): 2^5 ALLOW. LATERAL BEARING PRESSURE (PSF): 1500 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): 12 � TOE (INCHES):' 30 12 FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): 8 - TOTAL WIDTH OF BACK TO BACK OF FOOTING FOOTING (INCHES): 8 (INCHES): 24 54 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): 1^08 3^07 TOTAL RESISTING WEIGHT - W- (KIP): RESISTING MOMENT - Mr (FT -KIP): 4^08 10.18 OVERTURNING RATIO _ SF 3.32 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e �FEET): 7~11 ECCENTRIC MOMENT - Me (FT -KIP): 0^51 2.03 FOOTING AREA - Af (FT^2): ^ 4^50 SECTION MODULUS - S (FT^3): 3.38 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA -(9.16) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1522.38 < 1500 SLIDING RESISTING FORCE -FSPh (PSF): 292.47 > 0 ' - r (KIP): FORCE � 1.71 > 1.08 X 1.5 = 1.63 PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 6076 DATE : 7/1996 CALCIS BY : FLY ' FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): ' AREA REINF. (IN^2) 'dl(IN) SHE &'SPA (IN) ����������������--------------������������ 0.076 8.69 45 @ 49.1 DESIGN TOE REINF.:' Q @* 16 FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): i / PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): / MAX. MOMENT @ HEEL - Mh (FT-kIP): AREA REINF. ('N^2) 'd'(I^() SI'ZE & SPA (IN) 7-7- .0.073 9.69' 45 @ 51 - / DESIGN HEEL REINF.: '5 @ 32 1.59 0.96 607.53 0.00 728.84 1.03 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 13 OF' 17 FLT EN8INEERIN13 PROJECT : V. HALL & K. YOUNG G. C. 5790 CLARK ROAD JOB NO. : 6076 - PARADISE, CA DATE : 7/1996 (916) 872-0254 CALCIS BY : FL� / SHEET 114- OF /;7 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ______________________-________________ WALL DESIGN: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (OF}: YIELD STRENGTH OF REINF. - Fy (KSI): 0 ' 40 ' ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU.- Fm (PSI): 250.00 GRAVITY LOAD'- DEAD LOAD (KIP): 0 " LIVE LOAD (KIP): 0 OVERALL HEfGHT OF THE WALL - H (FEET): 9.33 . --- ---�� OVERALL HEIGHT OF THE SOIL - Hr (FEET) : � ^ 8.83 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): 11.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 133 TOTAL EARTH PRESSURE - Fw (KIP): 1.17 MOMENT - Mw (FT -KIP): . 3.44 ' AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.253 9.29 #5 @ 14.7 MIN. VERTICAL REINF. - .12 % (IN^2): 0.167 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.111 DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #4 @ 24 EFFECTIVE RATIO OF REINF. - p: 0.0042 MODULAR RATIO - n: COEFFICIENT - k: 25.8 ACTUAL RATIO OF DISTANCE 0.369 0.877 COEFFICIENT - 2/kj: 6.187 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 246.90 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.90 < 20.00 COMBINED STRESSES @ WALL: 0.99 PROJECT : V. HALL & K. YOUNG `S. C. JOB NO. : 6076 DATE : 7/1996 CALC'S BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 HEIGHT FROM TOP OF THE WALL - H3 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): ' ^ 4'83 THICKNESS OF WALL-- BOTTOM3 (INCHES): ' GROUTED SOLID - WEIGHT OF GROUT (PCF): 76 13�5 AVERAGE WEIGHT OF WALL (PSF): 8 4 TOTAL EARTH PRESSURE - Fw3 (KIP): MOMENT @ Hw3 - Mw3 (FT -KIP): ^ 0.35 0.56 AREA REINF. (IN^2) '6'(IN) SIZE& SPA ------------------------------------------------- _______________________________________________0'072 TIN) 0 - 072� 5.35 33.4 DESIGN REINF. - VERTICAL: #4 @ 16 FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): 100 OVERTURNING RATIO - MIN: 150 1.5 - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): 25 1^~00 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0'35 FOOTING DEPTH' (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): ` FOOTING AREA - Af (FT -2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP)/ 12 34 18 12 12 24 64 1.45 4.75 5.21 16.17 3.40 11.42 0.48 2.48 5.33 4.74 1501.56 < 1500 453.33 > 0 2.22 > 1.45 X 1.5 = 2.17 PROJEC=T : V HALL & K. YOUNG G. C. JOB NO. . 6076 DATE . 7/1996 CALCIS BY e FLT FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): - .23 MAY. MOMENT @ TOE — Mt (FT—KIP)c 1.93 AREA REINF. (!N'2) : d9 QN) SIZE & SPA (IN) DESIGN TOE RE I NF . #5 @ 8 FOOTING — HEEL UNIFORM LOAD @ HEEL — Wv (PLF)c PRESS. @ TIP DUE TO GRADE SLOPE — SPq (PSF PRESS. @ FACE OF WALL — SP f (PSF ) MAX. MOMENT @ HEEL — Mh (FT—KIP) AREA REINF. c:IN''2i 'd'(IN) ----------------------------------- SIZE I SPA CIN:) 0.102 0.1f ),t 9.69 #5 @ ------ ----- 36.6 DESIGN HEEL REINF.: 4*5 @ 24 579.67 0. 00 589.63 1.44 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 916) 972-0254 SHEET /6 OF /7 x Mr. Scott Rutherford Supervisor of Inspectors 7 County Center Drive Oroville, CA 95965 Dear Scott Rutherford August 23, 1994 COUNTY OF BUTTE BUILDING DEPT AUG 2 5 13 It. has come to our attention that comments have been made fegarding a retaining wall along the driveway for the private property of Karl and Thelma Hostetter at 14824 Colter Way, Magalia, CA. This retaining wall was constructed in 1990 as part of the land development of this property for a private home. Bob Dixon was the contractor for this project which also included building of a septic system for a 3 bedroom house. The final Septic Tank Inspection Certificate was issued August 2, 1990. Unfortunately, Mr. Dixon is deceased and cannot clarify or defend his actions. In late November 1993, Hall and Young (General Constractors), were hired to construct a three bedroom house on the Colter Way property. A building permit was issued in April and construction began in May, 1994. Since that time, numerous site visits were made by Glenn Gibbons of the Butte County Building Inspection Division. Nothing was said about the driveway retaining wall until a few days ago. The house is nearing completion. Insinuations were made which suggested possible interference with the successful completion of this project. This seems punitive and capricious since Hall and Young have adhered to all building code requirements. As the owners of this property, we are aware that some time in the future the integrity of the retaining wall may be in doubt. For this reason, a few weeks ago, we paid Frank Tyukos (Engineer) to inspect the site. The impression we received was that the wall seemed intact and secure at this time. It is our intention to have such an inspection done periodically. To ask us to incur great additional expense at a time we are in the process of building a new house would be a hardship. We are confident that this was not the intent of the Butte County Department of Development Services. We trust that reasonableness will prevail regarding this matter.' Sind, Karl and Thelma Hostetter i 7, "OMY OF SUryq BUILDING OEPT AW Z 5 1q� i RETURN RECEIPT REQUESTED - PM;D RENO. tqV _ U'Irec SWE: l % � PJSII.I SF. NVI(;!:/'�1�l99 0000 {•% .f � Cf ; 4 00026301-04 7, "OMY OF SUryq BUILDING OEPT AW Z 5 1q� i RETURN RECEIPT REQUESTED 4;✓ �o Z11-� SEee�r� Fc oo�Z F��arL 7•-20- 9K- mot w�L f x -T, s H ai - n-V-- �._ • TSE �iCrsq'l•r� / ��� _e��,� rr✓G • 9 t?(UFWA-q ,:t RESIDENTIAL 064-690-007 & 008 94-1151B,P,E,M HOSTETTER, KARL lyY,�`y 449+6 COLTER, MAGALIA CONT: VERN D. HALL NEW SINGLE FAMILY OFFICE COPY Address GAS Meter By/_ Date ,9 tZ-5Y ELECTRIC Meter By Date OFFICEi COPY Address y E32lCOLrEt2 GAS -` Meter By Date ELECTRIC Meter By , Date%- OFFICE COPY ' Address Q-0LlYC2 YF./h?aiLA Vasa I GAS I Meter By Date ELECTRIC Meter By �:.1-1..,� Date Sy J108. FINALED (Date) O�(p"Q7 Signature Owner:cL .. .. _ Permit No.. ENERGY CIRT.IFICAT10N 14816 Coulter, Maaalia Ca ,�� �_,._.__..7.._.:.._ LOCATION DESCRIPTION ()F.INSULATION ROOF Material Thickness(inches) EXTERIOR WALL. Material FIBERGLASS BATTS Th icknesa(inches) 64" CEILING Batt or Blanket Type FIBERGLASS_ BA_TTS Thickness (incites) 12" Looae Fill Type Minimum Thickneai(Inches) Area covered(ft. FLOOR, ELEVATED Material FIBERGLASS BATTS Thicknesa(incite a) 61" FLOOR, SIAB Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thicknes.a ( incites) Anand Name Thermal Resistance (R Value)„__ ____ $rand Name MANVILLE-SC_HU_LLER Thermal Resistance(R Value)—�9�-_ Auand Name MANVILLE-SCHU_LLER Therawl Resiatapce(R Value)_. UVA114 Name Number of Bags,,, Wt. per bog Therm4l Resistance(R Value)��_....___ Brand Name MANVILLE-SCHUL_L_ER_ _ Thermal Reeiat:ance(R Value), R1)__ _ Brand Name Thermal Resistance(R ValuF)�___ Brand Name Thermal Reeiatance(R Vatue)__­_..--- . I hereby certify that the 4b9V0 lnaula tion Was installed in Clic 4bovu bL111411.,►g in conformance With the State of 0allf9xn•a irner�y Requirements. LOE_RKE: INSULATION CO., INC4_ M NAIKJE/OWNE G URE OF INSTA .LATIO APP .ICA 499150 STATE CONTRACTOR'S IICENSI'. NO. August 15, 1994 DATE._...__.._..._._�__.._._._-- I hereby certify the above insulation 4n4 all required items as shown on the Building Department approved plans and at4:*C1Wunt4 have been inac4lled ae; required by Lite State of Calif9rais gporp Roquirements. All equipment, devices and materiala Bra Of tho quality, prescribed or arc! specifically approved by the State Af California. FIRM NAME/OWNER (Please print) STATE CONTRACT R'S LICENSE: NO_ _ � 4 e SIG URE OF QENERAL CONTRACTOR OIII DATE THIS CERTIFICATE MUST BE on FIL,K NIT11 TR DUILDING DEPARTMENT PRIOR TO FtHAL INSPECTION APPROVAL. AND A COPY : i",I, A1: TQaTgD WTT11IN 7'11E UPILDI110 „' V=OK O=Not OK -=Not Applicable =Not Ready MOBILE HOMES' ' Date/Initials. MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) - 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L" ft. / /"Nat. or/ /% "ft./ P'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials 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. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing y 5. Alum. Awn.; Columns-Connections-Spllce-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Slls-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V = OK 6Cj O = Not OK - = Not Applicable = Not Ready Date/Initials UNDERFLOOR (Plans) OK except rs RESIDENTIAL (Sing4e & Duplex) W' Ftg., Main; Soils-Elec. Grrar-/ P' Ftg. Depth if tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 1/T f4jt Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth L U / . ttawalls, Main; Steel-Blockouts-Wrapped Downs and Special Anchors 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Teat -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -teat 11. )j!ter Pipe; Test-Anchor-Regulator-Seryest eQ„I_CgG(Y � -11 -go 19."Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBING Permit OK except #'a . Water Htr.; Vent -Access -Combustion Air -Baffle V !ter Pipe; Test & Anchor -Nail Protection . D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access -7���� p'."Gas Pipe; Size & Anchors —�—LV CC Date/initials ELECTRICAL Permit OK except Va Fixture & Transformer Clearance -Ina. Protection . Elec. Receptacles Spacing -Lights & Switches at Doors lIptize Boxes & No. of Conductors -Stapled 08"'Romex Installed Close to Edge of Studs & C.J. E uip. G nd made up w/Mach. Fastners-Bond Q& W r 2 Appliance Circuta in Kitchen & Conductor Size/GFI W.'Subfeed Wire Size ga. Cu or( .C. Wire Size /0 ga. or Al /1 Range Circ. / ga. Cr or AI -Oven Circ. / / ga. Cu or AI. Insulated Neu ral Yes ❑ No Wle'service-Riser Conductors & Ground -Mein Disconnect Equip. Clearances Panels -Motors -Mach. Equip. 2. Clothes Closet Light -Shower Light -Spa Light Smoke Detector ATG Date/Initials MECHANICAL Permit OK except #'a A.C. Ducts Insulation & Support . V nt Fan; Exhaust above insulation 9 40 . Condensate Drain & Overflow; Size & Grade . Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FR INQ Plans OK except #'s W. SI Proper Material & Anchors ells Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Wells over Girders & Floor Nailing W.. Draft Stop in Wells (ret proof) 4?3,,fire Stops; Furred Ceilings -Stairs -Chases -Tub 44/Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4V'bing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 4yoVireplace Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles —�Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing _ §)Property Line Firewall & Openings t. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection . plywood on Roof Overhang -Attic Vents -Rafter Outriggers )!L65. Siding -Nailing Veneer 6!L_.Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Areas 6KC azing Area -Glass taction -Skylights -Plastic ear Walls; N -Ejqlts tl a s- n . Infllt tion -W a -WI dows Date/Initials _FINAL ns) OK except #'a dU'Ofx!.,St0Vs-Door & Sidelight Prote n -Lan e e . mo etector /- 69.-l-urnace; Vend--clearance-Comb. Air -Connector - In garage; Above Floor -Ducts -Mach. Protection 6 tiazw4- ttures & TU . e .-Trim & Sub el; Bre er Sizes & Ldbelf— ,KStalT& RaN 6!! f e or Stov_Ciea s- 6 ec utlets at Wood P ; Int. & 7 . it ,I*. & Appliance; Grnd: p-Cookin rance 7 . 'Elec 06tlets & Receptaet6j_jWKIt. gounter 72 areae -Fire Door, S g -Lan g -CI r 747 -Mr. Htr.; Vents -Clearance -Comb. Air-Connector-RRW' In G ge; Above Floor -Meth. Protection 7 Alec-& Mach. Equip. Listed for Location 76eol5fic.j3eceptacles In Garage; (G.F.I.)-Romex Prot "c on 71H - oam-Looked in Attic ea t . rd Rails & Deck Construction -Post spa 41. Fdn. Vents & Crawl Hole Door -Drainage 4_Wbed=Earth -Perance Looked under Floes/ es -96 Following instld.; Drive Gas O No; Walks O Yes No; Planters 0 Yea 621A.C„Unit; Disconnect, Electrical, Plumbing Above Roof; Plbg: ApplianceeEk"Tace :Clearance to 8e ell; Disconnect, Ele Plumbing _ or Elec. Trim; G.F eceptacle-Underground A. Ve on Throuahout House 87.- GgsalFFrotection 88.—Correction2 from Previous Inspections 111i,,1 A A# 89. G -Meters Tagged; Gas -Electric 90: WateL&-Sewer Connected -C/O to Grade -HD ADoroval Comments at Final: JCOUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Dr{ve - Orpville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 94-1151 ASSEb0g pf6L UM ER & 008 (�[� 6 ZONING RT1 BUILDING PERMIT ix OWNER ARLHOS702 KN TELEPHONE 322-1683 SQ. FT. OCC. BUILDING VALUATION 1900 R 102,600 �TETTER OWN 704 DEOGENES DR., RENO NV 89512 440 M 7,920 CONTRACTOR'S NAME VERN D. HALL TELEPHONE 877-4215 108 C 1,404 0 0 % 100 CONTRACTOR'S MAILING ADDRESS 7166 BEVERLY LANE PARADISE CA 95969' Fireplace "AI'X2 3,000 CONSTRUCTION LENDER US BANK UNKNOWN Total Valuation Is 117,024 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 702.50 ARCHITECT OR ENGINEER FLT E LICENSE NO. Plan Checking Fee $ 456.63 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 5790 CLARK RD., PARADISE, CA 95969 Penalty $ BUILDING ADDRESS 14824 COLTER WAY MAGALIA PERMIT FEE $ 1202.13 PLUMBING PERMIT Filing Fee 20.00 Each Trap 131 7.00 91.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 LOT NO. SUBDIVISION'S NAME PARADISE PINES UNIT 2 PARCEL MAP 35-71.72 Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SFX] Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 TYPE OF WORK New bl Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 10*V OR LESS ZOOAORLESS ) 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW OR ADONS.T ( DW &SACC. BLOS. ) 3.5c FT. 81.90 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and ray license is in full force and effect. y Classification �- License No. % k_ Ott t O I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAD @ 1.000 Ex. Occup.FIXED (RESID OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in anymanner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 147.90 Contractor MECHANICAL PERMIT Filing Fee 20.00 HeatingqPT.TT SYSTEM 20.00 CoolingO • Q0 Hood 6.50 6,50 Ventilation PERMIT FEE $ 84.50 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date 25 l Signature of Applicant - ❑ Owner Contractor ❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 ROCS cgrfgl. TYPE V1V TOTAL FEE $ 1,651.53 HA2. I D. BEES A IMP -F10DD AA CD PAUEL I PQ_ � ISS�E This permit is hereby issued under theapplicable provisions of the Butte County Code and/or Resoutions to do work above for which fees have been paid. DIRECTOR_QE PUBLIC WORKS By '0 1/G� Date 5/17/94 PERMIT EXPIRES ON 5�17�95 [Dore) Receipt No. WHITE-D.D.S.-B.D. CA SSOR PINK -INSPECTOR GOLDENROD -APPLICANT i i 1 �. 1 s �� I l . i ,. � f (� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION J \ : 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/ PERMIT NO. _ APPLICATION AND PERMIT ---- �F –�-�— rosissOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER 5 IrTTl:2 KA 9L_ _ `70 TELEMICNE 2- 14,8 3 SO. FT. OCC. BUILDING VALUATION — -- — - �7'9 OWNER'S MAILING ADDRESS 7- g �r2- REVO r(08S1a IJ46 M z6 CON TRACTOR'S NAME (( `�, T \ �Il TEL EM I1S D y c� 7/ /'��� lo 0 CON TRAC TO R'S MAILING ADDRESS 1 —? 6 L Fireplace ' " Z 3 O o D CONSTRUCTION LENDER y n �.t v i�J/",, 1 \ UNKNO'NN Total Valuation $ —1L�--A-20.00 Filing Fee S LENDER'S MAILING ADDRESS S'L Permit Fee , $ ARCHITECT OR ENGINEER i G1>nst e�Y 1 LICENSE NO. Z - Plan Checking Fee $ y 5l _ 63 Energy Plan Checking Fee $ 23- O c) ARCHITECT OR ENGINEER'S MAILING ADDRES 5.7,16 AcvL Q,� 9r_,e—d &_& CA R'S`ei6°t Penalty S BUILDING ADDRESS ` 00 L f f fL IAI k!j C 0 PERMIT FEE $ 1202- (3 O - PLUMBING PERMIT Filing Fee 20.00 /14 �2 Each Trap 7.00 05 L Solar or heat pump water heater 23.00 Water piping _ 15.00 DO to NO. SURDIVI ON'S NAME �LY�9 rU 2VR LMAj_'_j JCs'r ! 174 Each gas water heater or vent 15.00 USE OF STRUCTURE SFA* Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 5 O0 Building sewer 15.00 05 Mobile Home I S G W — @20.00 TYPE OF WORK New A Addition O Remodel O Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 pi F_`b fZ 00 M PERMIT FEE $ 1 � _ Q 0 Contractor ELECTRICAL PERMIT Filing Fee 20.00 ' - Main Service BOOV OR LESS ( 200A OR LESS ) 23.00 00 Main Service ( 200A to IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. OLDS.' ) _ SO. 3.5C FT, � Q CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) p y p 1 y ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O 1, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET NON RESID. ( BIIANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. OUT on FIXTURES P• ( ) 20 @ 1.00 BAL. @ .50 _ Ex. Occup' ( FIXED APPLNS. OR OUILEIS MEMO.) EA. ) 5.00 Temporary Service —' 23.00 _ Mobile Home Facilities 20.00 _ Misc. Wiring _ 23.00 — --- _ WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $ 100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SQL t T 5 4S TEA ?0'06 Cooling — 0, 00 Hood 6.50 p Ventilation t8-,)?) PERMIT FEE — Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the Cou'Ity of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ c70 3 coN TOTAL FEE $ j 3 l 5 HAZ. D. F IMPFJ O OF PARCEL PD Ito This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON (Dere) ReceiptNo._ IS f 3 WRITE-D.D.S.•B. CAr7 A SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT UNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER g 0 S LE r T -E fL , KARL A. P. No. n(p C/ -4n!2(-)— 007 -fY Proposed Building Use S- F, � wE it tom! (5 Building Inspector G C; Date c/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... Impact fees as shown on attached schedule. .. . California Department of Forestry plan approval/ ees.pj.. � 3 lood elevation letter (100 year flood) by Californi eer............. . 4. Sanitation and plot plan approval pq aAiSf Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. . ----/ 19. Driveway permit (construction approval required prior to occupancy). .. .. ...ection request 20. Pre -inspection for required. tFoeunidng- t! Inspector (Date), 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ............ 24.. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ —� 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use .......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ...................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone,3 77- y?.i c and hold for pickup at PA w4,\, sE office. Deliver with inspector. Other Parcel Creation��, Acreage Applicant U�-^- � Z� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Co r y _ Date Plans checked by Date Plans approved by Dates Sets of plans on hold in File cabinet AP folder `. Copy - Department of Public Works / f F NI ONLY Phut Him Auu¢hcd .. wT Flour Htm Atwrhed _ S sent to II.U, TO: BUildinb Department FROM: Environmental Health SUBJECT: Sanitation Clearance C) (5 Owner_ocation / AP# nn � 1 Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for 2 bedroom m ill � home. Other Hold final for: Final clearance O.K. for: NOTE: Enviro nenta HeaNtj Specialist 8/92 .� xf qq Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit s i ature has been issued for the above property. /- Z- � date ?� � •7 ;as a. ��r'�•''�t; ��� . � e. � � ��`�W-.a°'9'%��/rYl�"��Z�1iiir ai�'��.^c BUTTE SCOUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ;r (One Form Per Building) School District Building Department No. A.P. Number ()L!�-14qO k7 Jurisdiction City [:;;� County Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial 1b L No. of Living MHI Units New Lot No. 0 Sq. Footage / Addition (Group R) 0 Sq. Footage Addition Building Department Representative Date (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) District Identification q� N -n o. �¢ School District certifies that (Appl. L�P"icant)7 (Street ddress) Phone Number) (CitY) has complied with the.requirements of Resolution No. representing / < square feet. School/District Representative (State) Paid by Check Number Remarks: Bank.Number Paid by Cash (Zip Code) by payment of $ J l6 4�z 4— Date 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.wkl (4/92) COUNTY OF BUTTE - DEPAR174EN'T OF DEVIIAPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER 140-' -r€rr£fz- i<A A. P. # Olo4 G50-co7,fg PROPOSED BUILDING USE DATE_ REC. # DATE REC Q �L� 1. p SCHOOL DISTRICT FEES ( 4 0 -Ah S 2. (paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Residential ...... x =$ 360- 00 153 e� 3 9 --?5M unit amt. Commercial (sqft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES / (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00 ...... I S 3,3q3 L( -2s -e y (paid at Building Department) 7. OTHER 8. OTR At time of permit application, I was advised the above fees are required to be paid prior to issuance'of the permit. APPLICANT v DATE 't ZS 6 September 1994 Karl and Thelma Hostetter 704 Deogenes Drive Reno, NV 89512 RE: Log Retaining Wall at 14824 Colter Way, Magalia APN 064.690.007 & 008 BP # 94.1151 Dear Mr. and Mrs. Hostetter, I am in receipt of your letter dated 23 August 1994. 1 spoke with Frank Tyukos (FLT Engineering) on 1 September 1994 regarding the retaining wall at the location referenced above. Frank indicated the wall appears to be adequate at this time under the current dry conditions. He further indicated that the wall will have to be replaced in the future. Untreated wood retaining walls have questionable life spans depending on site conditions. I informed Frank and your contractor that I would conditionally accept the wall at this time if evaluation inspections are performed by FLT Engineering in the Spring of each year and the retaining wall was replaced by an engineered wall within two to three years. Please be advised that driveways in your area must meet the requirements of Public Resources Code 4290 (Fire Safe Standards) which require roadways designed for a 40,000 pound fire engine. Please contact me at 916-538.7541 regarding a simple letter of agreement to the above conditions, or submit a letter for my approval. Sincerely, Micha I C. Vieira, C.B.O. Manager, Building Division cc: Glenn Gibbons, Building Inspector Frank Tyukos, FLT Engineering Gordon Thomas, Board of Supervisors Hall & Young, Contractor r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 6 September 1994 Karl and Thelma Hostetter 704 Deogenes Drive Reno, NV 89512 RE: Log Retaining Wall at 14824 Colter Way, Magalia APN 064.690.007 & 008 BP # 94.1151 Dear Mr. and Mrs. Hostetter, I am in receipt of your letter dated 23 August 1994. 1 spoke with Frank Tyukos (FLT Engineering) on 1 September 1994 regarding the retaining wall at the location referenced above. Frank indicated the wall appears to be adequate at this time under the current dry conditions. He further indicated that the wall will have to be replaced in the future. Untreated wood retaining walls have questionable life spans depending on site conditions. I informed Frank and your contractor that I would conditionally accept the wall at this time if evaluation inspections are performed by FLT Engineering in the Spring of each year and the retaining wall was replaced by an engineered wall within two to three years. Please be advised that driveways in your area must meet the requirements of Public Resources Code 4290 (Fire Safe Standards) which require roadways designed for a 40,000 pound fire engine. Please contact me at 916-538.7541 regarding a simple letter of agreement to the above conditions, or submit a letter for my approval. Sincerely, Micha I C. Vieira, C.B.O. Manager, Building Division cc: Glenn Gibbons, Building Inspector Frank Tyukos, FLT Engineering Gordon Thomas, Board of Supervisors Hall & Young, Contractor RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Per m't # OWNER �S A.P. # !o - 07 O Plan Checker S - GENERAL e. Zoning requirements: (sideyards and number of permitted living units). aluation. �2,�V. Plans signed by designer. Proper description of work on application. misting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). orded notice of violation. PLOT PLAN d��omplete parcel size and dimensions. Setbacks, sideyards, easements, etc. -3--Other buildings or structures. 41 Grading, fills, drainage. 51�Flood hazard. ja!S'pecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). U & FAS road setback. uilding or utilities across lot lines (Record form). FLOOR LAN a omplete, to scale plan with dimensions. w• J R wired windows for light and ventilation (Sec., -12Q5)., equired wi.n.dows,for, second -.exit (Sec..1204). Skylights (Chapter 34'&' Sec: •5207), Human impact•"glass (SeL. -5406Y.- Required 4'06)'.Required room sizes, ceiling heights (Sec.,- J-2,07) 7�­GFCIS in baths, garage, kitchen, and exterior outlets (Article-210-8')1 .�, 8 ----Light fixtures, switches, receptacles, and exterior receptacles for main- ,�nance of mechanical equipment. oo Locations of water heater, heating and cooling equipment, other electrical gas equipment. 1 GG rage firewall, door size, and closer (Sec. 503(d)(3)). 310" exterior exit door (sec. 3304 (f). 1 fireplace and wood stove location, alcoves, and clearance. e detectors (Sec. 1210). K.Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1"- Standard bracing or eng'n�C eered design (Table 25V) 3----4-+nusual shape, size, or split level house requiring lateral design. 3 --Clerestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. foundation plan complete enough to construct building. door construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building 8. Roof construction details complete enough to construct building. construction details and calcs if necessary. 1 erties or bearing ridge beam. 11. Garage door or porch header sizes. l?,e"Stud heights. e soils - special foundation design. I -Retaining walls requiring design. 15-pecial Inspection required. e -osrb-ns- 8/91 RESIDENTIAL PLAN CHECKING GUIDE 11 MISCELLANEOUS ITEMS TO LOOK OUT FOR YSCStairway details: landings, rise and'run, head clearance, handrails 'ISec. 3306). j6 ardrail details (Sec. 1711 & 3306(j). ric or stone veneer (Chapter 30). *7`ExTerior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). R, Roof covering type - (fire hazard). insulation - protection. 8.iY36" halls and stairways. J,--ITTing area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. J.8—two-�rrts on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11� ttic access and ventilation (Sec. 3205). 1 4 1 UUU derfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. 1'4x��F�iing �requirements on duplexes. lrgy design. ' 1 at all exterior openings. 17/CDF responsible area requirements. Rr.... p1cle- t/P TNsR� Tv s-rA-NCP�D R- . Ll CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF --1R Project Title.......... HOSTETTER RESIDENCE Date........ 04/20/94 Project Address........ 14816 COLTER DRIVE ------..-------_----------- MAGALIAq CA -95954 �1_11s I Documentation Author... ROBERT A. MANGRUM 1 Building Permit #k Company ................ PARADISE MECHANICAL Telephone .............. 916--87778881 1 Plan Check:: / Date Compliance Method...... MICROPAS4 by Ener -comp, Inc. ; Field Check/ bate Climate Zone........... 11 --------------------- ! MICROPAS4 v4.02 File-?HOSTETE Wth-CTZ11S92 Program -FORM CF -1R User-#k-MP1•=42 User --PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY -------------------------------------------------------------------------------------------- GENERAL_-INFORMATION Conditioned Floor- Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number- of Dwelling Units... Number- of Stories.......... Floor- Construction Type.... 1895 sf Single Family Detached New : Front Facing 290 deg (W) 1 In Raised Floor- (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-19 >.Ob5 Wall R-21 0.059 �MmOL) wAL-1- To Roof R-°-8. 0.025 VAULT Door- R-0 0.330 TO GARAGE $ �p�R.�M�H� Floor R-19 iyQiw:7 RAISED 1,'01%AG� F�ENESTRAT"ION ,•`+ 0\40 \10 ## of interior Over- _ Area (U-7, Shading/ Exterior- hang/ Framing Orientation _--- (sf)" Value es Description Shading Fins Type Window Right (SW) 25.0 0.510 2 None None Yes Vinyl Window Front (W) 25.0 0.510 2 None None Yes Vinyl Window Front (NW) 25.0 0.510 2 None None Yes Vinyl Window Front (W) 9.0 0.490 2 None None Yes Vinyl Window Front (W) 9.0 0.490 2 None None Yes Vinyl Window Front (W) 8.0 0.510 2 None None Yes Vinyl Window Front (W) 12.0 0.510 2 None None Yes Vinyl Window Right (SW) 10.0 0.510 2 None None Yes Vinyl Window Left (N) 15.0 0.510 2 None None Yes •,Vinyl Window Left (N) 15.0 0.510 2 None None Yes Vinyl Window Left (N)_ 15.0 0.510 2 None None Yes Vinyl Door- Back (E) 60.0 0.520 2 None None Ye's Vinyl Window Back (E) 30.0 0.510 2 None None Yes Vinyl Window Back (E) 10.5 0.510 2 None None Yes Vinyl Door- Back (E) 40.0 0.520 2 None None Yes Vinyl Door- Back (E) 40.0 0.520 2 None None. Yes Vinyl Window Left (NE) 5.0 0.490 2 None None Yes Vinyl Window Back (E) 15.0 0.490 2 None None None Vinyl CERTJFICATE OF COMPLIANCE.- RESIDENTIAL Page 2 CF ---1R Project Title.......... HOSTETTER RESIDENCE Date........ 04/200/94 MICROPAS4 v4.02 File-3HOSTETE Wth-CTZ11S92 Program --FORM CF -1R User-#-MP1342 User --PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY f"ENEST '.ATI_ON HVAC -SYSTEMS rMnimum Duct, Duct # of Interior- Equipment Type Over- Lbcat on R-vaIUe Type Ar:ea U— Pan- Shading/ - Exterior- hang/ Furnace Orientation Gr=ewlspace- isfY V�►e es Description Shading Fins •F`raming Type 9'' �... - W ndow Bac E:: (SE) 5. 0 G. 490 2 None None Yes Vinyl Window Pack: (E) 10.0 0.510 2 None None Yes Vinyl Window Pack (E) 30.0 0.510 2 None None Yes Vinyl Window Pack: (SE) 10.0 0.510 2 None None Yes Vinyl Window Right (S) 20.0 0.510 2 None None Yes Vinyl Window Right (S) :36.0 0.490 2 None None Yes Vinyl Skylight Front (W) 24.4.E 0.590 2 None None None Wood Window Right (S) 10.0 0.510 2 None None Yes Vinyl T, HEFMASS Type Exposed Area Thickness �(-5-f (in) L{oc�t;ion/Com— Gm_e T nter ior-Hor-z Yes 91 1.0 ENTRY I nter- i or -Ver -t Yes 46 4.0 FIREPLACE HVAC -SYSTEMS WB1ER_HEATI.NG:_SY_$T i5IS Number- rMnimum Duct, Duct Thermostat Equipment Type Efficiency Lbcat on R-vaIUe Type (gal) C:- ae .� .r - 06, O EF 50 Furnace '079-1.5�:AFUE Gr=ewlspace- R-4.2 Setback; ACSp 1 i t.1 __ , »SEER G, 1.sp.ace R-4.2' Set back: WB1ER_HEATI.NG:_SY_$T i5IS Number- Tank: Externa i n Eiipr-gy Size 1-nsU1`4t ion Tank Type Heater- Type Distribution Type' System F�act6r- (gal) C:- ae Storage Gas----- ip+eTn�ulat;ign 1 06, O EF 50 CR -1 ,- SPECIAL FEATURES/REI`IAfR:k:.S WATER HEATER: AO SMITH FGR -50-224 OR EQUAL ART I F I CATS OF COMPLIANCE: RESIDENTIAL, Page 3 CF -IR Project Title .......... HOSTETTER RESIDENCE Date........ 04/20/94 M I CROPAS4 v4.62 F i t e-3HOSTETE Wt h -CT Z 1 1 S9? Program -FORM CF -1R User-#-MP1342 User --PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY -------------- COMPLIANCE STATEMENT This certificate.of compliance lists the building features and performance specifications needed to comply with Title -24q Parts 1 and b 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.orientationsq any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... CARL HOSTETTER Company. OWNED` Address. _ PARADISE, CA 95969 Phone... License. Signed.. Vn�rcc� (date) c'Y' �/&soy, ENFORCEMENT AGENCY Name.... Title... Agency.. —.. - --- Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company, PARADISE MECHANICAL Address. 5796 CLARK RD. SUITE 16 PARADISE, CA 95969 Phone... 916-577-8881 Signed.. ( date) HVAC.SIZING � ' Page 1 HVAC Project Title.......... HOSTETTER RESIDENCE. Date........ 04/20/94 Project Address........ 14816 COLTER DRIVE --------------------- MAGALIA, CA 9595' ; | Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL | } Telephone.............. 916-877-8881 | Plan Check / Date � | | Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v4.02 File-3HOSTETE Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1342 User -PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY | . . GENERAL INFORMATION Floor Area................. 1895 sf Volume..................... 17146 cf Front Orientation.......... Front Facing 290 deg (W) Sizing Location.......;.... PARADISE Latitude................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F . Summer Outside Designs..... 99 F Summer Inside Design....... 78 F Summer Range.........~..... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING --------------------------------- _______________________________Heating LOAD SUMMARY Heating Cooling Description _________________________________ (Btuh) (Btuh) Opaque Conduction and Solar...... ___________ 7599 ___________ 3367 Glazing Conduction............... 10545 5536 Glazing Solar.........;...."..... n/a 13712 Infiltration..................... 9753 2942 Internal Gain.................... n/a 2100 Ducts............,............... 2790 1383 'Sensible Load.................... 30687 29040 Latent Load...................... n/a 8712 Minimum Total Load ___________ 30687 ___________ 37752 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. _It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ' ` MANDATORY MEASURES CHECKLIST: RESIDENTIAL Paqe 1 MF -1R Project Title.......... HOSTETTER RESIDENCE Date......,. 04/20/94 Project Address........ 14816 COLTER DRIVE --------------------- MAGALIA, CA 95954 ! ; Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL ! | ------ Telephone .............. 916-877-88811 Plan Check / Date | ^ | � Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date 1 Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v4.02 File-3HOSTETE Wth-CT211892 Program -FORM MF -1R � | User#-Mp1342 User -PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY � _______________________________________________________________________________ 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 binding minimum component performance specifications for the mindatory 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8� in concrete raised floors. e 150(i>: 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 CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. 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 CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No -continuous burning gas pilots allowed. I.' , ' MANDATORY•MEASURES CHECKLIST: RESIDENTIAL Page ? MF -1R Project Title.......... HOSTETTER RESIDENCE' Date........ 04/20/94 MICROPAS4 v4.02 File-_HOSTETE Wth-CTZ11S92 Program -FORM MF -1R f User#-MP1342 User -PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY i SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce-- er-- merit 110-13: HVAC equipment, water heaters, showerheads and faucets. certified by the CEC. 150(i): Setback thermostat on all applicable heating. systems. __ 100(j): Pipe and Tank: insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or - backup solar- hot water tanks) have insulation blanket (R-12 or greater-) or combined interior/exterior- insulation (R-16 or .greater) . 2. First 5 feet of pipes closest to water- heater tank,, non- rec_irculating-systems, insulated Q-4 or greater). 3. All buried or exposed piping insulated in recirculating sect ions of hot water- system. 4> Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 iii% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. y_. System installed with: a. At least 36 inches pipe between filter- and heater- for - future solar- heating. b. Cover- for outdoor- pools or outdoor- spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater- or - household cook:i.ng appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater- for general lighting in kitchens and rooms with water- closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C: -2R Project Title ....>..... HOSTETTER RESIDENCE Date........ 04/20/94 Project Address...... i. 14816 COLTER DRIVE--------------------_._-- MAGAL I A, CA 95954 ��- I S 1 Documentation Author-... ROBERT A. MANGRUM 1 Building Permit # Company.......!........ PARADISE MECHANICAL - Telephone............'.. 916--877-8881 1 Plan Check: / Date 1 Compliance Method...... MICROPAS4 by Ener -comp, Inc. 1 Field Check:/ Date 1 Climate Zone..........., 11 -------------- 1 M I CROPA54 v4.02 File--3HOSTETE: Wt h --CT Z 1 1 S92 Program -FORM C --2R 1 1 User-#-MP1342 User --PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY 1 MICROPAS4 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance - = (kBtu/sf--yr) Design Design Margin = Space Heating.......... 12.79 11.58 2.21 = _ Space Cooling.......... 12.56- 16.53 --3.97 = - Water . Heat i. ng........... 12.24 9.98 2.26 - - Total 17.59 37.09 0.50 - _ Building complies with Computer- Performance GENERAL_ INFORMATION Conditioned Floor- Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number- of Dwelling Units... Number of Building Stories. Weather- Data Type......... Floor Construction Type..!. Number- of Building Zones... Conditioned Volume......... Footprint Area.......... . Ground Floor- Area .......><. Slab -On -Grade Area Glazing Percentage......... Average Ceiling Height.... . 1895 sf Single Family New Detached / Front Facing 290 deg (W) i ReducedYear f Raised Floor - 1 17146 cf, 1 120 sf 1020 if is sf 27.1 % of FA 9 ft (Package E) COMPUTER METHOD SUMMARY Frage 2 C --2R Project Title ........<. HOSTETTER RESIDENCE .Date....... 04/20/94 MICROFAS4 v4.02 File-3HOST.ETE Wt:h-CTZ11S92 Program -FORM C•• -2R User -#-MP 1.= 42 User --PARADISE MECHANICAL Run-HOSTETTER T24 COMPLY 11 ---------------------------------------------------------------------------------------- Floor Area 1oor- Ar-ea Zone Type (sf) HOUSE Residence i895 BUIL..DING ZONE INFORMATION ------------------------- # of Vent Special Volume Dwell Cond- Thermostat Height Vent Area (cf) Units itioned Type (ft) (sf) 17146 1.00 Yes Setback: 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val A m Tilt Gains Reference Comments HOUSE 1 Wall 205 0.065 R-19 290 90 Yes W.19.2X6.16 2 Wall. 33 0.065 R-19 245 90 Yes W.19.2X6.16 3 Wall 19 0.065 R-19 335 90 Yes W.19.2X6.16 4 Wall. 471 0.065 R-19 20 90 Yes W.19.2X6.16 5 Wall 437 0.065 R-19 110 90 Yes W.19.2X6.16 6 Wall 25 0.065 R-19 155 90 Yes W.19.2X6.16 7 Wall 11 0.065 R-19 65 90 Yes W.19.2X6.16 8 Wall 382 0.065 F'- '�O0 90 Yes W.19.2X6.16 9 Wall 134 0.059 F:-21 290 90 No W.21.2X6.16 1c> Wall 44 0.05. C�-.21 20 90' No W.21 .2X6. 16 ' 11 Roof 738 0. 025 -RO 38 0 0 Yes R. 38., 2X4#. 24 12 Roof =:01 0.025 R -3e 290 34 Yes 8.78.2X4.24 VAULT 13 Door 20 0.330 R-0 290 90 Yes None 14 Door. .18 0.:=.30 R-0 290 90 No None TO GARAGE 15 Floor- 1020 0.037 R-19 0 0 No FC.19.2X8.1.6 RAISED FENESTRATION SURFACES # of Vent SC SC Interior Area Fan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 25.0 2 Vinyl Slider 0.510 2451 90 0.88 0.78 None 2 -Window 25.0 2 Vinyl Slider 0.510 290✓ 90 0.88 0.78 None Window 25.0 2 Vinyl Slide,- 0.510 335J 96 0.88 0.78 None '4 Window 9.0 2 Vinyl Fixed 0.490 290V 9c_► 0.88 0.78 None 5 Window 9.0 2 Vinyl. Fired. 0.490 290/ 90 o.88 0.78' None 6 Window 8.0 2 Vinyl. Slider- 0.510 290 / 90 0.88 0.78 None 7 Window 12.0 2 Vinyl S1ider- 0.510 290/90 0.88 0.79 None 8 Window 10.0 2 Vinyl Slider- 0.510 245 ✓ 90 0.88 :0.78 None 9 Window 15 0 2 Vinyl Slider 0.510 20' 90 0.88 0.78 None 10 Window 15.0 .2 Vinyi Slider 0.510 20 on ;0 0.88 0.78 None 11 Window 15.0 2 Vinyl Slider 0.510 201 90 0.88 0.78 None 12 Door 60.0 2 Vinyl Slider 0. 5'x'0 11o, 90 0.88 0.78 None 13 Window 30.0 2 Vinyl Slider 0. 510 1 10V1 90 0.88 0.78 None 1.4 Window 10.5 2 Vinyl Slider- 0.510 1100190 0.88 0.78 None 15 Door- 40.0 2 Vinyl Slider 0.520 110;/ 90 0.88 0.78 None 16 Door- 40.0 2 Vinyl Slider- 0.520 110✓go ono 0.78 3 None C[ ~ UTE' METHOD SUMMARY ' Page 3^ C -2R Project Title.......... HOSTETTER RESIDENCE ''. Date........ 04/20/94 =============================================================================== � MICROPAS4 v4.02 File-3HOSTETE Wth-CTZ11S92 Program -FORM C -2R | } User#-MP1342 User -PARADISE MECHANICAL Run-HOSTETTEF/ T24 COMPLY } FENESTRATION SURFACES OVERHANGS AND SIDE FINS # of ------Overhang--------- Vent -_-Right SC SC Interior Area Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 17 Window _____ 5.0 -------------- 2 Vinyl ______ Fixed _____ 0.490 ___ ___ � 65~' 90 ____ 0.88 ____ 0.78 _______________ None 18 Window 15.0 2 Vinyl Fixed 0.490 110/ 90 0.88 0.78 None 19 Window 5.0 2 Vinyl Fixed 0.490 155''90 0.88 0.78 None 20 Window 10.0 2 Vinyl Slider 0.510 110w /90 one 0.78 None .21 Window 30.0 2 Vinyl Slider 0.510 110~/ 90 0.88 0L78 None 22 Window 10.0 2 Vinyl Slider 0.510 155' 90 0.88 0.78 None 23 Window 20.0 2 Vinyl Slider 0.510 200/90 0.88 0.78 None 24 Window 36.0 2 Vinyl Fixed 0.490 200"'90 0.88 0.78 None 25 Skylight 24.0 2 Wood Fixed 0.590 290w~ 0.88 1.00 None 26 Window 10.0 2 Vinyl Slider 0.510 200°~'9O 0.88 0.78 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang--------- Left Fin--- -_-Right Fin -- Area Left Rght Surface ___________ (sf) _____ Hght Wdth Dpth Hght Ext Ext Ext Dth Hght Ext Dpth Hght HOUSE _____ _____ ____ ' ____ ____ ____ ____ ____ ____ ____ ____ ---- 1 Window 25.0 5.0 5.0 1.5 0.5 n/a n/a n/a n/a n/a n/a 'n/a n/a 2 Window 25.0 5.b 5.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 25.0 5.0 5.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 9.0 6.0 1.5 6.0 0.0 Na n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 6.0 1.5 6.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 8.0 4.0 2.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0-4.0 3.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a //a 8 Window 10.0 5.0 2.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 5.0 3.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 15.0 5.0 3.0 1.5 0.5. n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 5.0 3.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door . 60.0 6.6 9.0 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 5.0 6.0 4.0 0.'5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window .10.5 3.5 3.0 4.0 0.5 n/a n/a n/a ' n/a n/a n/a n/a n/a 15 Door '40.0 6.6 6.0 8.0 0.5 n/a n/a n/a n/a n/a n/a- n/a n/a 16 Door 40.0 6.6 6.0 1.5 0.5 n/a n/a n/a q/a n/a n/a n/a n/a 17 Window 5.0 5.0 1.0 1.0 0.5, n/a n/a n/a n/a n/a n/a n/a n/a 19 Window . 5.0 5.0 1.0 1.0 0.5 n/a n/a n/a- n/a n/a n/a n/a n/a 20 Window 10.0 5:0 2.0 1.5 0.5 n/a n/a n/a n/a �/a n/a n/a n/a 21 Window 30.0 5.0 6.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 10.0 5.0 2.0 1.5 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 20.0 5.0 4.0 1.5 0.5 n/a n/a n/a n/a, n/a n/a n/a n/a 24 Window 36.0 6.0 6.0^ 1.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 10.0 3.5 3.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a . ^ COMPUTER METHOD SUMMARY Page 4 C-2R Project Title.......... HOSTETTER RESIDENCE Date........ 04/20/94 =============================================================================== � MICROPAS4 v4.02 File-3HOSTETE Wth-CTZ11S92 Pkogram-FORM C-2R | � User#-MP1342 User-PARADISE MECHANICALRun-HOSTETTER T24 COMPLY | _____________________________________________________________________ THERMALMASS ` Area Thick Heat Conduct- Surface ' Mass Type (sf) (in) Cap ivity R -value Location/Comments� , _ ^ . HOUSE 1 InteribrHorz 91 1.0. 24.0 0.67 R-0.0 -ENTRY 2 InteriorVert 46 4.0 21.0 0.59 R-0.0 FIREPLACE . ' . - HVAC SYSTEMS WATER HEATING SYSTEMS ` Number Tank External in E'ergy Size Insulation Tank Type Heater Type Distribution Type SystemFactor (gal) R -value 1 Storage Gas PipeInsulation 1 0n60 50 R-12 ^ SPECIAL FEATURES/REMARKS. WATER HEATER: AO SMITH FGR -50-224 OR EQUAL ' Minimum Duct . Duct', Duct System Type _0______________ Efficiency ____________ ' Location _____________ ' Rivalue _______ Efficiency ---------- HOUSE Furnace 0.915 AFUE Crawlspace ' R-4.2 0.880 ' ACSplit 10.20 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS ` Number Tank External in E'ergy Size Insulation Tank Type Heater Type Distribution Type SystemFactor (gal) R -value 1 Storage Gas PipeInsulation 1 0n60 50 R-12 ^ SPECIAL FEATURES/REMARKS. WATER HEATER: AO SMITH FGR -50-224 OR EQUAL ' S T R U T U F: A L C A L C U L' A T I O N S F 0 F: CONCRETE CANTILEVER RETAINING WALLS bU TYE couN ry VEIN HALL & k:ENNETH YOUNG �IL��G �EP�RT GENERAL CONTRACTORS MINI 716E BEVERLY LANE PARADISE,. CA 95969 A P P R O VCD CALCULATIONS ARE IN COMPLIANCE WITH THE 19'31 EDITION OF THE UBC SIGNED DATE --�--� FF:ANK: L. TYUk::OS, ;: E 32434 F L T ENGINEERING 57'30 CLARK.' ROAD PARADISE, CA 95'369 �: 916') 87'x --(i 54 i SUBJECT: CONC. CANTILEVER RETAINING WALLS BY: FLT DATE: 3/94 JOB NO.: 4139 - 1 PROJECT: VERN HALL & KENNETH YOUNG ' 7166 BEVERLY LANE, PARADISE, CA 95969 DESIGN CRITERIA: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 10 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. , CODE 1991 UBC SUPERIMPOSED LOADS: MIN. OL = NONE MAX. LL 1 = .030 x 24 + .010 x F (24+8 ) + .050 x 4 = 1.24 k/1 MAX. LLQ _ .030 x 8 + .010 x Q+8) + .100 x 4 + .400 = 1.20 k/1 LOADING PER ABOVE IS CRITIi_AL FOR BOTH - BEARING (INCLUDES DL+LL') AND SLIDING.RESISTANCE :MIN. DL ONLY?, MAX. LL1 - ROOF SNOW + ROOF+WALL DL + FLOOR DL+LL MAX. LL2 - ROOF SNOW + ROOF+WALLiDL + FLOOR DL+LL + SURCHARGE SURCHARGE OF 2000# WHEEL LOAD C APPROX.'3' FROM WALL 2.0/6'2 _ . 56 -KSF" -- 1' SURCH. CALCIS PROVIDED FOR: A. 4'-0" ,HIGH WALL - SHEETS 2 & 3 B. 5'-6" THIGH WALL - SHEETS 4, 5 & 6 C. 7'-0" !HIGH WALL - SHEETS 7, 8 & 9 CONSTRUCTION DETAIL - SHEET 10 MATERIALS: I CONCRETE - ULTIMATE COMPRESS. 'STRENGTH - f' c = 2500 PSI C 2B DAYS, REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG . PRESSURE'- 'moi �0 PSF I I PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 4039 - 1 DATE 3/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAININim WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF):' SURCHARGE (FEET): 20i 0# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN� 2) 9 d' (IN) SIZE & SPA (AN) ---------------- 7------------------------------- 0.075 5.69 #5 @ 49.6 MIN. VERTICAL REINF. - .15 % (IN"' ): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #5 C 24 - HORIZONTAL: #5 C 15 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET Z OF /4P LEVEL 30 1 40 2500 0 1.24 4 f} . 5 8 8 1.46 0.38 0.63 0.144 0..240 FLT ENGINEERING PROJECT : V. HALL & K. YOUNG G. C. 5790 CLARK ROAD JOB NO. : 4039 - 1 PARADISE, CA DATE : 3/1994' (916) 872-0254 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: ' 0'35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 26 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH -OF -FOOTING (INCHES): 44 - o OVERTURNING FORCEF (KIP) : 0.54 � OVERTURNING MOMENT - Mo (FT -KIP): 1.08 TOTAL RESISTING WEIGHT - W (KIP): 2.03 RESISTING MOMENT - Mr (FT -KIP): ' 4.27 OVERTURNING RATIOSF SOIL PRESSURES - 3.96 SHEET OF /Y 1/0 NET MOMENT -.Mn (FT -KIP): 3.19 ECCENTRICITY - e (FEET): 0.26 ECCENTRIC MOMENT _ Me (FT -KIP): 0.53 FOOTING AREA - Af (FT^2): 3.67 SECTION MODULUS - S (FT^3): 2.24 SOIL PRESSURES - DL ONLY - SPt (PSF): 792.93 < 1500 - SPh (PSF): 316.16 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1500.04 < 1500 - SPh' (PSF): 285.41 > 0 SLIDING RESISTANCE - Fr (KIP): 0.81 > 0.54 FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): 650.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL - SPf (PSF): 597.89 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.61 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.043 9.69 #5 @ 86.4 DESIGN HEEL REINF.: #5 @ 24 FLT ENGINEERING PROJECT : V. HALL & K. YOUNG G. C. 5790 CLARK ROAD JOB NO. : 4039 — 1 PARADISE, CA DATE : 3/194 (916) 872-0254 T=ALC'S BY : FLT SHEET OF /D SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE.PATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 00 SURCHARGE (FEET): 2010# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 250 GRAVITY LOAD - DEAD LOAD (KIP): o - LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 5:5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.5 THICKNESS OF WALL - TOP (INCHES): l8 — BOTTOM (INC:HES): 8 COEFFICIENT — a : 1.46 TOTAL EARTH PRESSURE — Fw (KIP): 0.6E MOMENT — Mw (FT—KIP): 1.37 AREA REINF. (IN""2) sd'(IN) SIZE & SPA (IN) ---------------- 7------------------------------- 0.165 5.69 #5 @ 22.6 MIN. VERTICAL REINF. — .15 % (IN"2): r 0.144 MIN. HORIZONTAL REINF. — .25 % (IN"2): 0.240 DESIGN REINF. — VERTIC:AL: #5 C 12 — HORIZONTAL: #5 C 15 HEIGHT FROM TOP OF THE WALL — H2 (FEET): 4 HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET): 5 THICKNESS OF WALL — BOTTOM':: (INCHES) : 8.00 TOTAL EARTH PRESSURE — Fw2 (KIP): 0.08 MOMENT @ Hw' — Mw2 (FT—KIP): 0.63 AREA REINF. (IN"2) ' d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.075 5.69 #5 @ 49.6 DESIGN REINF. — VERTICAL: 45 @ 24 PROJECT : V. HALL JOB NO. : 4039 - 1 DATE : 3/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- & K. YOUNG G. C. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET F OF /Q DENSITY OF SOIL (PCF): 1 00 DENSITY OF CONI_ ERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE ( PSP.) : 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 1' DESIGN FOOTING WIDTH - HEEL (INCHES): 3 - TOE (INCHES):: 14 FOOTING KEY - DEPTH & WIDTH (INCHES!: 6 - BACK TO BACK OF WALL (INCHES): 3' TOTAL WIDTH -OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo(FT-KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT Me (FT -KIP): FOOTING AREA - A f (FT'`) : SECTION MODULUS - S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSFA - SPh (PSF): SOIL PRESSURES - ADDED LL - SPto (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: 0.84 2.11 3.Oo 7.8'3 8.74 5.78 0.32 0.96 4.50 3.38 949. 59 < 1500 381. 89 > i> 1500.70 1500 381.8'3 > o 1. 27 > 0.84 EARTH PRESSURE C TOE - Fv (KIP): 1.58 MAX. MOMENT @ TOE -'Mt (FT -KIP): 0.71 AREA REINF. (IN"2) rd'(IN) SIZE & SPA (IN) 0.055 8.69 #5 @ 67.1 DESIGN TOE REINF.: #5 @ 12 FLT ENGINEERING PROJECT e V. HALL & K. YOUNG G. C. 5790 CLARK ROAD JOB NO. : 4039 — 1 PARADISE, CA DATE e 3/1994 (916) 872-0254 C:ALC Y S BY a FLT SHEET 6 OF /o FOOTING — HEEL: UNIFORM WEIGHT C HEEL — Wv (PLF") : 800.00 WEIGHT DUE TO GRADE SLOPE — Wg (PSF)e 0.00 PRESS. C FEAR FACE OF WALL — SPf (PSF)a 718.31 MAX. MOMENT C HEEL — Mh (FT—KIP)e 1.09 AREA REINF. QN' 2) 9 d' c: IN? SIZE & SPA (IN) ------------------------------------------------ 0.077 9.69 #5 C 48.5 DESIGN HEEL REINF.c #5 C 24 PROJECT : V. HALL & K. YOUNG G. C. JOB NO. : 4039 - 1 DATE : 3/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): ^ - LIVE LOAD (KIP): ^ OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): . COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw (KIP): ' MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.307 5.69 #5 @ 12.1 LEVEL 30 1 40 2500 0 1.24 7 8 8 8 1.46 0.96 2.56 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 ' DESIGN REINF. - VERT ^ - HORIZONTAL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE'- Fw2 (KIP):' 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 ' AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.130 5.69 #5 @ 28.7 ^ . . ` DESIGN REINF. - VERTICAL: #5 @ 24 . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FLT ENGINEERING PROJEC=T : V. HALL & k::. YOUNG G. C. 1500 5790 CLARK ROAD JOB NO. : 4039 — 1 1443. 22 < PARADISE, CA DATE : 3/ 1'3'34 0 ('316) 87-054 CALCIS BY : FLT SHEET d OF IO FOOTING DESIGN: ---------------t DENSITY OF SOIL (PCF): 100 DENSITY OF CONCEF:TE (F'CF) : 150 OVERTURNING RATIO - MIN: 1.5 - MAX- 2.5 ALLOW. SOIL BEARING PRESSURE (F'SF) : ' 1500 ALLOW. LATERAL_ BEARING PRESSURE (PS,F): 200 FRICTION COEFFICIENT - Fc: 0. 35 DESIGN FOOTING DEPTH (INCHES): j 1' DESIGN FOOTING WIDTH - HEEL (INCHES): 38 - TOE (INCHES:)-. 20 FOOTING KEY - DEPTH & WIDTH (INCHES): 1' - BACK TO BACK OF WALL, (INCHES:): 38 TOTAL WIDTH -OF FOOTING (INCHES:)- 66 OVERTURNING FORCE - Fc- ([-.'.IP): t OVERTURNING MOMENT - Mo (FT-[:..IP)- TOTAL FT-k::IF'):TOTAL RESISTING WEIGHT - W (k:: I F') : RESISTING MOMENT - Mr (FT-KIF'): OVERTURNING RATIO - SF i NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -k; I F') : FOOTING AREA - Af (FT -"2): SECTION MODULUS - S (FT -"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SFT (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (k:: I F') : 1.22 3.65 4.1 13.87 3.80 10.22 0. • 3 Ji 1.35 5.50 5.04 1033.31 < 1500 1443. 22 < 150c t 537. 99 > 0 1.87 1.222 FOOTING -- TOE: EARTH PRESSURE Cd TOE — F 0 --.*.1 P) 2.1B MAX. MOMENT L TOE — Mt (FT—k*. I F') : ; 1. 50 i AREA REINF. (IN -"-2) ► d' (IN:) SIZE °& SPA (IN') - ------------------------------------------------------ 0.1188.69 #5 C 31.6 DES I GN TOE RE I NF .: #5 C 121 PROJEC=T : V. HALL & K. YOUNG G. C. JOEL NO. : 4� i39 — 1 DATE : 3/1994 CALCIS BY : FLT FOOTING — HEEL: UNIFORM WEIGHT A HEEL — Wv (PLF): 950.00 WEIGHT DUE TO GRADE SLOPE — Wq (PSF ): 0.00 PRESS. @ REAR FACE OF WALL — SPf (PSF): 805.78 MAX. MOMENT .@ HEEL — Mh (FT—KIP): 1.6 AREA REINF. is IN�2 i l d' s: IN i . SIZE & SPA C IN? ---------------------------------- 9.69 #5 @ 32.6 DESIGN HEEL REINF.: #5 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET it OF /Q ............LATE /!,.. ... ............_. .. ----.............._................. SUBJECT ............ . CD/VC/�L6TE S^EET..,0......./D...O. .....�0... CN=::- By. _....... -...DATE ._................... . C'i4r</%IG�!/D raET.4/�(J/NG....1�.4GG.. Jos r�o..-.... 0,,39...--�........ v; t%i�«.......-.._- :.yovsi .G , P.oIre-Com, SUPE,?/rlPf�SE� GOADS /c/N/SH CRA,0E Pte/? SHEET f 'a "'AARS Z �b "BAreS o: 2 "CL e' 4) �. pf ESS/ Q� Nq I , eA eTf/ /LL �� AI,✓ N CG W o. 32 T; D E,4,C�� " Of CALF 3f�9�9� /rrr r�a it/OTF l2 �HP� rVigTURRL GR.�ID� oe CONC. SCAB • p ri "cG BAR'S L—J " " p comr.. CoA lc. KEY AwellPE OCCURS C B 8�rvo Ne"BARS IVTO • CY Wllev D2 /S e BEATER' rblA/✓ /2" 0M,5' r. O4ff7 .4 /L NT.S Wi4LL c—• 'pa QN 1;161, Acd# / a 00/6 rew *Pl* A � � D'' B�' 24 .%2° - 26 26 ,3' 8' JA Sc29 e/S" se2¢` 2-GLS s�2¢ 2-�S B SL 6r' a n // 64 32° 32A 6 a 4f4_ 6 a /r pSe/2v y a rr C 7 LO' // /r n /2u 38'38 U /2" J-! 6 /Voriffs A GAP j/O'k-/Z. Rc-I 1�01eclIV9 /80,,4Z' .30 S,4/e D/. 1!fere _T 17/PE TO ,D,4yG/Gh/T IAI Z CU, FT. OF 1e0CK PEh' 61.1, FT, — OPT/ONA L G OCA T/D//S . 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 S T R U C T U R A L C A L C U L A T I O N S ---------------------------------- F 0 R H 0 S T E T T E R R E S I D E N C E 1 4 8 1 6 C O L T E R D R I V E M A G A L I A, CA dUITE COUNIY ILDM Damwmraa, APPROVD, V E R N H A L L & K E N N E T H Y 0 U N G G E N E R A L C O N T R A C T O R S 7 1 6 6 B E V E R L Y' L A N E P A R A D I S E, C A 9 5 9 6 9 0 F L T E N G I N E E R I N G 5 7 9 0 C LAR K ROAD PARADISE, CA 95969 ( 9 1 6 ) 872-02'54 /�G% ���'� 'IZ �TtiG--s�l�S / 27 S?......................................prSTE......._............... SU9JEC'..._............................._._.............:_......_...._..................................... SHEEiN0...................OF................. C d! �•�. �C !�� 9 CFiKD.BY...................... DATE ........................ 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Z� 7-a, , 47'/7/ 777 NpCi k4 q o 1 1 1 I ro41 t , O tA y,�, N �� s � kb, ILI 4 94.-20091 " ! et6h! t0 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division ' FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this -- - acknowledgement be recorded prior to issuance of a building permit. 94-020091 1 Rec Fee Cash 9. 00 9.00 The property described herein is adjacent to land or included Recorded 1 within an area zoned for agricultural purposes, and residents i Official Records I of this property may be subject to inconveniences or County of I discomfort arising from the use of agricultural chemicals, Butte I including, but not limited to herbicides, pesticides, and Candace J. Grubbs I fertilizers; and from the pursuit of agricultural operations I Recorder I f including, but not limited to cultivation, plowing, spraying, 9: 25am 9 -May -941 PUBL XX 2 I pruning, and harvesting which occasionally generate - - - - - — _ - - — - - - - - - - - dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive 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. 'ul 2 t rel-rcYefty si^_,a!e in the County of Butte, State of California, described as follows: Date: s State of California County of k - On ._•- b personally appeared PROPERTY OWNERS: ' I. • _an " %�. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to. me that keAohe/they executed the same in MAerftheir authorized capacity(ies), and that by hiagw/their signature(s) on the instrument, the erson(s , or the entit upon behalf of which the person(s) acted, executed the instrument. PATSY LCARTER WITNESS my hand and official seal. WMCOUW MM *Ow MAY p, rove Signature Seal: 94-20091 9 4 -1 1395 � A" X i4I�3lT HOSTETTER MERGER DESCRIPTION A11 that. certain real property situate in the County of Butte, State of California,'described as follows: i Lots 105 and 106 as shown on the Subdivision maps of Paradise Pines Unit No. 2, which maps were filed in the Office of the Recorder of the County of Butte, State of California on June 10, 19n in Book 35 of Maps at Pages 71, 72, 73, and 74 and more particularly described as follows: BEGINNING at the Northwest corner; of said Lot 105, thence along the boundary line between Lots 104 and105 of said Paradise Pines Unit No., 2, Soueh 39° 44' 18".East, 285.79 feet to the Northeast corner of said Lot 10,5, thence along the easterly' boundary line of said Lots 105 and 106 South 05` 40' 00" West, 190.00 feet to the Southeast corner of said Lot -106, thence along the boundary line between Lots 106 and 107 of said Paradise Pines Unit No. 2, North 44" 31' 45" West, 321.23 feet to the Southwest corner of said Lot 106 and the Easterly right-of-way line of Colter Way as shown on the maps of said Paradise Pines Unit No. 2, thence along the Westerly boundary'line of said Lots 105 and 106 being identical to the Easterly right-of-way line of said Colter Way, North 18° 50' 00" East, 190.00 feet.to the Point of Begi ing. Ir- 1 A�YO Gordon L. Shi e 1 ds L.S. 3346 L.S. 3346 i EXPIRES 06-30-96 6809HOST.DES END OF DOCUMENT END OF DOMMENT L 1 Rec 00 AFTER RECORDING RETURN TO: 4- 1395Fee 9. I OVE 00 Recorded I Check 11.00 County of Butte Official Records I Department of Public Works County of I No. 7 County Center.Drive Butte I Oroville, CA 95965 Candace J. Grubbs I Recorder I 2:37pm 14 -Mar -94 I PUBL XX 2 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBERS) Le A - (O -1 - O- Coo 'COG ' OS SUBDIVISION/PARCEL MAP: BOOK - :35 PAGE % I -74 BLOCK LOT(S) I O S £ IOCp As of the I4 r"ry day of M14/ZCH 19 those lands noted above are merged to create one single parcel of land as described on Exhibit "A" attached hereto. A�w William Farrel Date Mrector of Develgmmt Services OWNERS' CONSENT TO MERGER Thelma Hostetter and Karl Hostetter as owners of all that. real property to be merged, do hereby consent and agree to the merger of such lands into one single parcel as described on Exhibit "A" attached hereto: SIGNATURE AlSIGNATURE S I ATt Ut LAL 1 r'UKA I A COUNTY OF BUTTE /-L:-7 / % Z DATE DATE On a� , 1 993, before me , l i and for- sa.i=d---Ca a r •t.y ..•, I d S -t a t P• y P -e -r -s ^.n.a_l. 1. y -_ a -D. Q e,a r_e d } , personall�� known to me T to me on .the. basis of satisfactory- evidence) to be the person proved name se subscribed to the within instrument and acknowledgedoto me that _he executed the same in that by authorized capacities, and signatures) on the instrument the person_, or the entity upon behalf of which the.person ment. _ acted, executed the instru- .. WITNESS my band and official seal. .,OMY PATRICIAA.�WENDELL�"�"� Notary Pi^blir. - State of Nevada AppoinCrien: IMordad inWashoeCount APPOINT4P4T EXPIRES APR.15,1995' Signature X� J (Seal) ............................ ................................ ......................... ..... �• 94.-11395 HOSTETTER MERGER DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: Lots 105 and 106 as shown on the Subdivision maps of Paradise Pines Unit No. 2, which maps were filed in the Office of the Recorder of the County of Butte, State of California on June 10, 1970 in Book 35 of Maps at Pages 71, 72, 73, and 74 and more particularly described as follows: BEGINNING at the Northwest corner of said Lot 105, thence along the boundary line between Lots 104 and 105 of said Paradise Pines Unit No. 2, South 39' 44' 18" East, 285.79 feet to the Northeast corner.of said Lot 105, thence along the easterly boundary line of said Lots 105 and 106 South 05` 40' 00" West, 190.00 feet to the Southeast corner of said Lot 106, thence along the boundary line between Lots 106 and 107 of said Paradise Pines Unit No. 2, North 44' 31' 45" West, 321.23 feet to the Southwest corner of said Lot 106 and the Easterly right-of-way line of Colter Way as shown on the maps of said Paradise Pines Unit No. 2, thence along the Westerly boundary line of said Lots 105 and 106 being identical.to the Easterly right-of-way line of said Colter Way, North 18' 50' 00" East, 190.00 feet to the Point of Begi ing. '�Er A�YD 0 L syGF�o Gordon L. Shields L.S. 3346 L.S. 33461 C EXPIRES 06-30-96 6809HOST.DES END OF DOCUMENT