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HomeMy WebLinkAbout064-580-02414 ' 064-580-024 !`•-/ n4101-0447 r� t r MC DANIEL, STAN "d 3,-o/ �D CHATHAM CT.. MAGALIA • Y �l t CONTR: STAN MC DANIEL t s { + f •r• - ,� NEW SINGLE FAMILY RESIDENCE y „{•, `� _ ' i -. �. 1. . • �, ' �,1, y t. STAN McDANIEL RESIDENCE CHATHAM COURT MAGAL-IA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530)872-0254 J 0/-0 7 fa U TT.F- Co ul 04 17 WLDWG DF-PARTMN! ADDQo V 712-1 P. FLT EH(MOHEENOM CIVIL - STRUCTURAL (530).872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: BY: ` '�' DATE: SHEET No. //✓I QOF 2 CHECKED BY: DATE: JOB No. SUBJECT: i o� Of&-,X.� Ta �, y'_9.,< ep IL �� /f fr'✓�'�'. lee = l 0.2 — / ZV—= /Z u 2—Gs: /C / sr 1x 125e_ o* T R: C E 32434 Reg. 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Expires '� ` 12 - 31- 2004 J L L ,045:77 R0,f rAZ- D/ -Olt 7 WTTFE COuso i i GwkDMG DEPART m - 7/z/oi pis CF LcT CaC�OaC CG30a� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 t,4M :s 0 R asligx3 .p,oH UNWORN SF ICBO Evaluation Service, Inc. �L y, n aUILOM m C0°` = 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 J .0 -,gas-- A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -4945 Copyright © 1998 ICBO Evaluation Service, Inc. Reissued December 1, 1998 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) SIMPSON STRONG -TIE EPDXY TIE ANCHORING SYSTEMS SIMPSON STRONG -TIE COMPANY, INC. 4637 CHABOT DRIVE, SUITE 200 PLEASANTON, CALIFORNIA 94588 1.0 SUBJECT Simpson Strong -Tie Epoxy Tie Anchoring Systems with Epoxy Tie ET, ETF and ETR Anchoring Adhesives. 2.0 DESCRIPTION 2.1 General: Simpson Strong -Tie Epoxy Tie anchoring systems described in this evaluation report are stud -type adhesive anchors. Sys- tems using Epoxy Tie ET and ETF adhesives are for use as anchors installed in concrete substrates. Systems using Epoxy Tie ET and ETR adhesives are for use as anchors installed in unreinforced brick walls. For installation in concrete, the anchoring systems each consist of a two-part epoxy adhesive and a threaded steel rod. Deformed reinforcement steel bars can also be installed in concrete with Epoxy Tie ET adhesive. For installations in unreinforced brick walls, the systems each consist of the adhesive, threaded steel rods, screen tubes, steel sleeves, and steel plates. 2.2 Materials: 2.2.1 Adhesives: Epoxy Tie ET; ETF and ETR are two -com- ponent (resin and hardener) epoxy adhesives, supplied in dual, side-by-side cartridges with a 1:1 volume ratio. The car- tridges are used with a manual or pneumatically activated tool to dispense the adhesives through an 18 -element static mix- ing nozzle, supplied by Simpson Strong -Tie Company, Inc., attached to the dual cartridges. The adhesives have a two-year shelf life when stored in a dry environment at temperatures ranging from 45°F (7.2°C) to 90°F (32.20C). 2.2.2 Threaded Rods: All -threaded rods must be manufac- tured either from steel conforming to ASTM A 307 or ASTM A 193 Grade B7, or from stainless steel. Stainless steel threaded rods shall comply with ASTM F 593 Grade A304. 2.2.3 Rebar: Deformed steel bar must comply with ASTM A 615 Grade 60. 2.2.4 Concrete: Concrete must be normal -weight, stone - aggregate concrete having a minimum 2,000 psi (13.78 MPa) compressive strength at the time of anchor installation. 2.3 Concrete Anchors: 2.3.1 General: Allowable tension and shear loads for vari- ous sizes of threaded steel rod installed in concrete with Epoxy Tie ET adhesive are in Tables 3 and 4. The allowable tension and shear loads in Tables 3 and 4 are permitted for long-term loads. The allowable tension loads in Table 3 are also permitted for short-term loads due to wind or seismic forces, and may be increased by one-third in accordance with Section 1612.3.3 of the code. The allowable shear loads of Table 4 must be adjusted by a multiplication factor of 91 per- cent (0.91 x allowable shear values) for anchors resisting short-term loads due to wind or seismic forces (the load dura- tion factors in Section 1612.3.3 of the code are not permitted). Allowable tension loads for various sizes of rebar installed in concrete with Epoxy Tie ET adhesive are in Table 7. The allowable tension loads in Table 7 are permitted for long-term loads, or short-term loads due to wind forces. The allowable loads are not permitted to be increased by one-third for short- term loads. Use of Epoxy Tie ET with rebar for seismic forces is beyond the scope of this report. Allowable tension and shear loads for various sizes of threaded steel rod installed in concrete with Epoxy Tie ETF adhesive are in Tables 8 and 9. The allowable tension loads in Table 8 are limited to short-term loads due to wind or seis- mic forces, and may be increased by one-third, in accordance with Section 1612.3.3 of the code. The allowable shear loads of Table 9, adjusted by a multiplication factor of 91 percent (0.91 x allowable shear value), are permitted for anchors re- sisting short-term loads due to wind or seismic forces (the load duration factors in Section 1612.3.3 of the code are not permitted). Long-term loads on Epoxy Tie ETF anchors are beyond the scope of this evaluation report. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: PS+VS<1 r t where: Ps = Applied service tension load. Pt = Service tension load. Vs = Applied service shear load. Vt = Service shear load. 2.3.2 Installation: The anchor is installed in a hole pre- drilled in the concrete with drill bits complying with ANSI B212.15-1994. The hole must be cleaned with oil -free com- pressed air and a nylon brush. For anchors installed with Epoxy Tie ET adhesive, the hole diameter, anchor embed- ment, spacing and concrete edge distance must comply with Tables 3, 4, 5 and 7. For anchors installed with Epoxy Tie ETF adhesive, the hole diameter, anchor embedment, spacing and concrete edge distance must comply with Tables 8 and 9. Before the adhesive is injected into the hole, the adhesive must be dispensed through the static mixing nozzle, off to the side, to ensure proper mixing. The mixed adhesive must then be injected into the hole until the hole is approximately one - Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or otter technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 7 Page 2 of 7 half full. A threaded rod free of oil, scale and rust must be pushed to the bottom of the hole and twisted clockwise to en- sure coverage of the anchor surface with adhesive. The adhesive must be level with the concrete surface after inser- tion of the anchor. The anchor must be installed and cured in accordance with the temperature and curing times specified in Tables 1 and 2. 2.3.3 Temperature Limitations: Adhesive anchor perfor- mance is temperature -sensitive. The allowable loads of anchors installed with Epoxy Tie ET must be adjusted in accordance with Figure 1 where the concrete temperature exceeds 70°F (21.10C). The allowable loads for anchors installed with Epoxy Tie ETF must be adjusted in accordance with Figure 2 where the concrete temperature exceeds 77°F (25°C). 2.3.4 Special Considerations: The anchors maybe used within fire -resistive construction, provided the anchors only resist wind or seismic forces. 2.4 Unreinforced Brick Wall Anchors: 2.4.1 General: Anchors installed with Epoxy Tie ET or Epoxy Tie ETR Renovation Formula adhesives in existing unrein- forced brick walls are designed to resist seismic and wind loads only. The existing unreinforced brick walls must have a minimum thickness of 13 inches (330 mm). The anchor is rec- ognized for installation in the three configurations shown in Figure 2. The adhesive, threaded rod and screen tube are used in all anchor installations. Configuration A has a straight threaded rod embedded 8 inches (203 mm) into the wall. Configuration B has a threaded rod bent and installed 13 inch- es (330 mm) into the wall at a 22.5 -degree angle. Configura- tion C uses a through -bolt, a steel sleeve and steel plate. The threaded rod for Configurations A and B is a 3/4 -inch - diameter (19.1 mm), ASTM A 307 rod. A 5/8 -inch -diameter (15.9 mm) ASTM A 307 threaded rod is used in Configura- tion C. The screen tube consists of steel screen formed into a tube having a 31/32 -inch (24.6 mm) outside diameter and a length of either 8 or 13 inches (203 or 330 mm). The 8 -inch -long (203 mm) screen tube is used in Configurations A and C. The 13 -inch -long (330 mm) screen tube is used in Configura- tion B. An 8 -inch -long (203 mm) sleeve formed from C1010 steel, used in the through -bolted connection of Configuration C, has an outside and inside diameter of 13/16 inch and 11/16 inch (20.6 mm and 17.5 mm), respectively. The steel sleeve has a plastic plug in one end. A 6 -inch -by -6 -inch -by -3/8 -inch -thick (152 mm by 152 mm by 9.5 mm) ASTM A 36 steel plate is lo- cated on the back face of the wall, at the end of the threaded rod of the through -bolted connection. The allowable shear value for Configurations A and B is 1,000 pounds (4450 N). The allowable tension value for Con- figuration C is 1,200 pounds (5338 N). Allowable values are for short-term wind and seismic loads, and cannot be increased for short-term Ioads..The adhesive for the installed anchors must be protected from direct weath- er exposure. 2.4.2 Installation: The anchors are installed in 1 -inch -diam- eter (25 mm) holes that are drilled using rotary drill bits de- signed for use in concrete or masonry and a rotary drill or a rotary hammer drill used in the "rotation only' mode. The hole is drilled perpendicular to the wall face, to a depth of 8 inches (203 mm), for Configurations A and C. The hole for the Config- uration B anchor is at the angle and embedment described in Section 2.4.1, and is drilled using a guide that is handheld or attached to the drill. The holes are cleaned with oil -free com- pressed air and a nylon brush. The mixed adhesive is injected into the screen tube until the tube is completely full. The tube is then placed into the drilled hole. The threaded rod of either Configuration A or B, or the ER -4945 steel sleeve of Configuration C, is slowly pushed into the screen tube, forcing the adhesive through the screen and into the hole. Before installation of the Configuration C anchor can continue, the adhesive must be cured at the temperatures and for the time periods noted in Table 1. After the adhesive on Configuration C anchors has cured, a 5/8 -inch -diameter (15.9 mm) standard rotary drill bit is used to drill a hole through the plastic plug in the end of the steel sleeve and completely through the wall. The 5/8 -inch -diameter (15.9 mm) threaded rod is inserted through the hole, and is attached to the other side of the wall using the metal plate and a nut. 2.4.3 Miscellaneous: Anchor installations require the fol- lowing: 1. Use of the anchors must be approved by the project engi- neer. 2. The anchors must be installed under special inspection in accordance with Section 1701 of the code and Section 2.5 of this report. 3. Edge distances and spacings of anchors shall comply with Table 10. 4. Only wind and seismic loads are imposed on the anchors. 5. Allowable tension and shear loads are applicable only where in-place shear tests conducted in accordance with UBC Standard 21-6 indicate a minimum average net ulti- mate shear strength of 50 psi (345 kPa). 6. One-fourth (25 percent) of the anchors must be tested by a special inspector using a calibrated torque wrench set at a minimum torque of 60 foot-pounds (81 N -m). Steel sleeves for anchors in Configuration C are tested prior to installation of threaded rod, using an expansion bolt in- serted into the sleeve. 7. Five percent of the tension -resisting anchors must be tested, with a minimum of two tests being required. Where the wall thickness varies, at least one test must be per- formed on an anchor that has the least embedment. Tests must indicate that bolts can sustain a tension load of 3,000 pounds (13 344 N) for a five-minute period with an allowable deviation of 10 percent. 8. For each job, the project engineer or contractor must sub- mit a test report to the local building department, verifying that the requirements of Sections 2.4.3.5, 2.4.3.6 and 2.4.3.7 of this report have been met. Tests must be con- ducted under the supervision of the project engineer or an approved independent testing laboratory. At a minimum, the test report must include: a. Test location(s). b. Brick/mortar condition. c. Bolt movement/elongation. d. Embedment depth. e. Applied load. 2.5 Special Inspection: Adhesive anchor installations require special inspection in accordance with Section 1701 of the code. The special in- spector must record product description (including product name), adhesive expiration date, anchor diameter and steel grade, compliance of drill bit with this report, hole diameter, cleanliness of hole and anchor, adhesive application, anchor embedment, and verification that anchor installation is in accordance with both the manufacturer's published installa- tion instructions and this report. 2.6 Identification: The packaging for the adhesives bears the product designa- tion; name and address of Simpson Strong -Tie Company, Inc.; expiration date; evaluation report number (ICBG ES ER -4945); and installation instructions. Steel specifications for threaded rods are identified on attached labels. Screen tubes and steel sleeves are identified by container labels bearing the name and address of Simpson Strong -Tie Com- pany, Inc., and the size and quantity. Page 3 of 7 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements (AC58), dated January 1998 (Epoxy Tie ET and Epoxy Tie ETF), including seismic (Epoxy Tie ET and Epoxy Tie ETF), freeze -thaw (Epoxy Tie ET) and creep (Epoxy Tie ET) inves- tigations; and with the ICBO ES Acceptance Criteria for Unre- inforced Masonry Anchors (AC60), dated January 1995 (Epoxy Tie ET and Epoxy Tie ETR). 4.0 FINDINGS That the Simpson Strong -Tie Epoxy Tie Anchoring Sys- tems described in this report comply with the 1997 Uni- form Building Codelm, subject to the following conditions: 4.1 The anchors are installed in accordance with the manufacturer's instructions and this report. 4.2 Maximum allowable shear and tension loads for an- chors installed in concrete substrates comply with Section 2.3.1. Allowable loads are adjusted: for tem- perature in accordance with Section 2.3.3. 4.3 Anchors installed in concrete with Epoxy Tie ET are permitted for long-term or short-term loads as noted in Section 2.3.1. 4.4 Anchors installed in concrete with Epoxy Tie ETF are limited to short-term loads due to wind or seis- mic forces as noted in Section 2.3.1. 4.5 Anchors installed in unreinforced brick walls are limited to resisting wind or seismic forces that do not exceed the allowable loads noted in Section 2.4.1. 4.6 Special inspection is provided in accordance with Sections 2.4.3 and 2.5 for all anchor installations. ER -4945 4.7 Calculations and details showing compliance with this report are submitted to the local building offi- cial for approval. 4.8 Anchors are not used in conjunction with fire -re- sistive construction, except as noted in Section 2.3.4. 4.9 Anchors are not used to resist tension forces in ceiling or wall installations unless special consid- eration is given to fire -exposure conditions. 4.10 Anchors are not subjected to vibratory or shock loads, such as those encountered by supports for reciprocating engines or crane rails. 4.11 Anchors in concrete are limited to installation in uncracked concrete [which is defined as concrete subjected to maximum 170 psi (1172 kPa) tensile stress induced by external loads or deformations]. 4.12 The anchors are limited to interior use, except that installations are permitted in concrete in moderate or negligible exterior weathering locations, in accordance with Figure 21-1-1 of UBC Standard 21-1, when stainless steel threaded rods are used; Epoxy Tie ET anchors may also be installed in con- crete in severe exterior weathering locations when stainless steel threaded rods are used. 4.13 During installation, the hole and surrounding loca- tion must be dry. 4.14. The adhesives are manufactured by Simpson Strong -Tie Company, Inc., in Addison, Illinois, un- der a quality control program with inspections by Professional Service Industries (NER-OA231). This report is subject to re-examination in two years TABLE 1—MANUFACTURER'S RECOMMENDED CURE TIME FOR EPDXY TIE ETA TEMPERATURE (°F) INITIAL SETZ (hours) INITIAL CURES (hours) 100 4 12 90 4 16 80 4 24 70 5 24 65 6 24 For SI: t°F = 9/5 t°C + 32. 'Anchors installed and cured at substrate temperatures colder than 65°F are beyond the scope of this report. 'Anchors are to be undisturbed during the initial set time. ;Application of allowable (design) tensile or shear loads shall occur after the initial cure time. TABLE 2—MANUFACTURER'S RECOMMENDED CURE TIME FOR EPDXY TIE ETFT TEMPERATURE (°F) INITIAL SET2 INITIAL CURES (hours) 100 20 minutes 1 90 20 minutes 1 80 30 minutes 1 70 30 minutes 1 65 1 hour 2 For JI: t"F = 7/1 t`C + 32. 'Anchors installed and cured at substrate temperatures colder than 65°F are beyond the scope of this report. '-Anchors are to be undisturbed during the initial set time. 3Application of allowable (design) tensile or shear loads shall occur after the initial cure time. Page 4 of 7 TABLE 3-EPDXY TIE ET ADHESIVE ALLOWABLE TENSION LOAD FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT CONCRETE, fc' >_ 2,000 psi (pounds)1,2,3,4,5 ER -4945 STUD DIAMETER DRILL BIT DIAMETER MINIMUM EMBEDMENT (E) SPACING (sc,) EDGE DISTANCE ALLOWABLE BASED ON STEEL STRENGTH A 307 A 193 Grade B7 F 593 (inch) (inches) (inches) (inches) (c_) (inches) BONDS (SAE 1018) (SAE 4140) (A304 SS) 3/8 7/16 31h 61/8 51/4 2,194 2,080 4,580 1.670 1/1 9/16 41/4 71h 63/8 3.842 3,730 8.210 2,990 5/8 3/4 5 834 71/, 5,719 5,870 12,910 4.700 3/4 7/8 63/4 12 101%3 8,865 8,490 18,680 6,790 7/8 1 73/4 135/8 115/8 10,899 12,000 26,400 9,500 1 I1/8 9 153/4 131/2 11,833 15,700 34,500 12.500 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, 1 psi = 6.89 kPa. I Allowable load must be the lesser of bond and steel strength. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3The tabulated values are for anchors installed at the specified concrete edge (c•) distances. See Table 5. Edge distances may be reduced in accordance with Tables 5 and 6. Linear in may be used for intermediate distances. 4The tabulated allowable tension loads are for individual anchors or anchors spaced at a minimum of four times the anchor embedment. A multiplication factor of 0.71 must be applied to the allowable tension loads for anchors spaced at less than four times the anchor embedment and spaced at least the distances noted in the table. 5The tabulated values are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. 6The allowable loads listed under allowable bond in the table are based on a safety factor of 4.0. TABLE 4-EPDXY TIE ET ADHESIVE ALLOWABLE SHEAR LOADS FOR THREADED ROD INSTALLED IN NORMAL -WEIGHT AGGREGATE CONCRETE, f,' >_ 2,000 psi (pounds)1,2 STUD DIAMETER DRILL BIT DIAMETER MINIMUM EMBEDMENT (E) BASED ON CONCRETE EDGE DISTANCES3.4.5 BASED ON STEEL STRENGTH Minimum (c,, in) Critical (Ag, A 307 A 193 Grade B7 F 593 (Inch) (inches) (inches) ccr Fnin (SAE 1018) (SAE 4140) (A304 SS) 3/8 7/16 31/2 1,905 555 1,040 1,905 1,040 1/' 9/16 41/4 2,235 555 1,870 2,820 1,870 5/8 3/4 7/8 5 4,700 645 2,940 - 4,890 2,940 3/4 63/4 6,925 930 4,250 6,925 4,250 7/8 1 73/4 6,925 930 6,000 9,820 6,000 1 11/8 9 12,550 1,050 7,820 13,490 7,820 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, I psi = 6.89 kPa. I Allowable load must be the lesser of concrete and steel strength. '--See Section 2.3.1 for use of the anchor to resist wind or seismic forces. 3Allowable loads for anchors loaded in shear with edge distances between critical and minimum may be obtained by linear interpolation. 4The tabulated values are for anchors installed in concrete having the designated compressive strength at the time of anchor installation. 5Reference Table 5 for c,•, and cmi,,. TABLE 5-EPDXY TIE ET ADHESIVE SPACING AND EDGE DISTANCE REQUIREMENTS (inches) STUD SIZE EMBEDMENT DEPTH (E) EDGE DISTANCE ANCHOR SPACING Critical (ccr) Minimum (c,, in) Critical (Ag, (inch) (Inches) Tension and Shear Tension and Shear Tension and Shear 3/8 31 /2 51/4 13/4 61/8 1A 41/4 63/8 13/4 71A 5/8 5 71/2 13/4 83/4 3/4 63/4 1 01 /8 13/4 12 7/8 73/4 115/8 13/4 135/8 1 9 .131/2 13/4 153/4 For SI: I inch = 25.4 mm. TABLE 6-EPDXY TIE ET ADHESIVE ALLOWABLE LOAD REDUCTION FACTORS1,2,3 TENSION SHEAR4 Spacing Edge Distance Spacing Edge Distance Scr Cc, cmin Scr Ccr Corin 1.00 1.00 0.50 1.00 1.00 See Footnote 5 (Applicable to allowable loads in Tables 3 and 4. '--Load reduction factors are cumulative. 31-inear interpolation is allowed for edge distances that fall between cc., and c'min 4Applies to loads directed either toward or away from an edge. 5For reduction factors, see Table 4. NOTES t t r$ t k f JOB FINALED (Date) RESIDENTIAL + 064-580-024 01-0447 VC EL, STAN E CHATHAM CT., MAGALIA I CONTR: STAN MC DANIEL NEW SINGLE FAMILY RESIDENCE N OFFICE COPY Address(. '301y al GAS Meter By Date ELECTRI 'C' O 8 Meter By ' Dat' SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY K'^ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Signature V=OK 0 = Not OK = Not Applicable = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. S. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.' Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 �'N' � L 1 J=OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date lyr6erfloor (Plans) OK except #'s o -Setbacks-Easements- od-Slope Ftg. gin; Soils-Elec. -/ Ftg. Depth tg., Gara e; Soils-Steel-Elec. Grnd.��P�Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ P' Ftg. Depth _4 o Is, Main; Steel- Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors V. ize Boxes & No. of Conductors Stapleld omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water W. 2 Appliance Circuits in Kitchen & Conductor Size GFI -29' ubfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or AI Ve Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or AI nsulated Neutral O Yes ❑ No ervice-Riser Conductors & Ground Main Disconnect 1111. Equip. Clearances Panels-Motors-Mech. Equip. Qerothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 6( Y nt Fan, Exhaust above insulation_ /condensate Drain & Overflow, Size & Grade Se Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet .29 -Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s X _ s Proper Materials & Anchors_ alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) .2-1.01 angers -Post Caps -Anchors -Connectors 157. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Rfng. ueplace Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions IX garage Fire Protection Framing Kz roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits fid tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Se Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazin rea-Glass Protection -Skylights -Plastic 59. ar W IIs; Nailing -Bolts B Inte 'or/Exterior Wall Panels Ins ion -Walls -Ceilings of iltration-Walls-Windows Date Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except #'s . teps-Door & Sidelight Protection -Landings Sm Detector &--,Furnace Vents -clearance -Comb. Air -Connector - in age; Above Floor-Ducts-Mech. Protection Be om Exiting yf%�& Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails e or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. ZP-Zj_,F.xt. & Appliance; Ground -Air Gap -Cooking Clearance Elec Outlets & Receptacles at Kit. Counter ar ge Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection jyWl�Elec. & Mech. Equip. Listed for Location 28!Erec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes •,82. Following Instld./Drive es J No/Walks - es J No/Planters D Yes J No co rown-Finish A . Unit Disconnect, Electrical -Plumbing V is Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing PJ -terior Elec. Trim, G.F.I. Receptacle -Underground ee'Ventilation Throughout House @8 ---Glass Protection ao�-qorrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 3. gy Compliance Certificate -Other Certificates jAl"Address Posted Date Card B 059 Date Card B-1 Date — Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. tWater Htr.; Vent -Access -Combustion Air Baffle • kater Pipe; Test & Anchor -Nail Protection l D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #' r 171 , Fixture & Transformer Clearance -Ins. P ction v� /Alec. Receotacles Soacino-Lights & S itches at Doors V. ize Boxes & No. of Conductors Stapleld omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water W. 2 Appliance Circuits in Kitchen & Conductor Size GFI -29' ubfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or AI Ve Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or AI nsulated Neutral O Yes ❑ No ervice-Riser Conductors & Ground Main Disconnect 1111. Equip. Clearances Panels-Motors-Mech. Equip. Qerothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 6( Y nt Fan, Exhaust above insulation_ /condensate Drain & Overflow, Size & Grade Se Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet .29 -Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s X _ s Proper Materials & Anchors_ alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) .2-1.01 angers -Post Caps -Anchors -Connectors 157. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Rfng. ueplace Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions IX garage Fire Protection Framing Kz roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits fid tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Se Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazin rea-Glass Protection -Skylights -Plastic 59. ar W IIs; Nailing -Bolts B Inte 'or/Exterior Wall Panels Ins ion -Walls -Ceilings of iltration-Walls-Windows Date Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except #'s . teps-Door & Sidelight Protection -Landings Sm Detector &--,Furnace Vents -clearance -Comb. Air -Connector - in age; Above Floor-Ducts-Mech. Protection Be om Exiting yf%�& Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails e or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. ZP-Zj_,F.xt. & Appliance; Ground -Air Gap -Cooking Clearance Elec Outlets & Receptacles at Kit. Counter ar ge Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection jyWl�Elec. & Mech. Equip. Listed for Location 28!Erec. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes •,82. Following Instld./Drive es J No/Walks - es J No/Planters D Yes J No co rown-Finish A . Unit Disconnect, Electrical -Plumbing V is Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing PJ -terior Elec. Trim, G.F.I. Receptacle -Underground ee'Ventilation Throughout House @8 ---Glass Protection ao�-qorrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 3. gy Compliance Certificate -Other Certificates jAl"Address Posted Date Card B 059 Date Card B-1 Date — Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS I LOT M ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 mr'62 &AO9 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 41 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ////���'❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 'N, DATE NS LATIOC MP -LE- ED ( SOVARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS APPLIED THICKNESS FORM BATTS FORM BATTS & BLOW FORM BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER ' OCF OCF OCF . I \ W R GRACE THIS IS TO CERTIFTTHAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SI NATURE -INSULA CON CT R TITLE DATE , ^ MANAGER SIGNATURE -GENERAL ACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SOUAREFOOT R - VALUE INSTALLED APPLIED THICKNESS Z2 ).�/- q 1 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE JMATERfIAL BERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER . I \ W R GRACE THIS IS TO CERTIFTTHAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SI NATURE -INSULA CON CT R TITLE DATE , ^ MANAGER SIGNATURE -GENERAL ACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 '(530) 872-0254 FAX (530) 872-9331 (� (LIE W/JVSp. County of Butte June 21, 2001 Building Division J 7 County Center Drive Oroville, CA 95965k J. Subject: Design Revision / Special Inspection Simpson Strong -Tie Epoxy -Tie Anchor Project: Stan McDaniel Residence - Chatham Court, Magalia,.CA Based on Revisions No. 1, a modified Portal Frame was designed for the garage door wall with a moment connection at the base. This report on a Special Inspection provided for installation of Holdown Anchors, a 5/8" Dia. Threaded Rod in Simpson Strong -Tie Epoxy -Tie ET22 Adhesive. The installation was provided on June 21 Sit, 2001 and per ICBO Report No. ER -4945 requirements as follows: A. The size, depth and location of hole drilled into the 6"concrete curb were provided per "Revised Portal Frame Detail" attached, B. The holes were cleaned of all dust by compressed air, the epoxy mixture applied into the holes was of the prescribed gray color, and the anchors were installed per noted instructions, C. The Expiration date on the Epoxy -Tie Cartridges marked ET 22!3600 and 7149 vgas 3/02 and 8/02. In conclusion, the material and installation of the structural anchorage is in compliance with the revised design and with ICBO Report No. ER- 4945. If you have any questions or additional requirements, please contact this office. Co: Stan McDaniel - General Contractor File Sincerely, Frank L. Tyukos RCE 32434 Y SY �G/ =n T_ C/o/ SUBJECT 15 RUC%ryiC/rL. DeTi41L Sei=E?NO. e 0► — eqlf � GMK7. 3y 7r. i c : JOS NO. C. Ale JDArAJiEt- lFe-r., G��T>'�'irfi Gr, , /.,+, G.4, ,,)Ore ; S'�EG�i�L /�_S''P�cT/OBJ P�•� �� / �O / U 8 c / S T A/O• A MI41.&A TD I 11- h'OL E CT,�21� �---- D,tJ— �/ a/sr) R01eTAL lc C4&5- le C4&5 ,e�ffD Y. 7- S. IF LV (Ea(MoaIPEERaacm 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 1,/ O� " TO � �'f ,SO�"71 i � � �6• tl-D.e . I °os4 191t/174 2- zx srrJos � I I� � w/��.. � ga.c• �lJ.rJD. t� 3 /.vim e,�axy TiE e T I h'OL E CT,�21� �---- D,tJ— �/ a/sr) R01eTAL lc C4&5- le C4&5 ,e�ffD Y. 7- S. IF LV (Ea(MoaIPEERaacm 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 Slater& 1. • iR. Plastr'Boxes s� Old Work Boxes provide fast, easy installation of an electrical device in a finished (dry walled) area where no box existed before. Old Work Boxes include the Auto/Clamp® and Quick/Click® features for convenient, labor-saving installations. • UL listed. • Box designed so mounting strap of the device, with plaster ears removed, fits flush, allowing use of standard depth wall plate with- out unsightly gap between plate and wall surface. • Swing out wing brackets permit installation of box in wall with 1 1/4" thick wallboard down to 1/8" thick paneling. • New longer length swing brackets have greater reach to clamp onto oversized cutouts. • Made of high impact thermoplastic. • Available in ceiling box designs. • Combination slotted/phillips head swing bracket screws. Plastic Box Family Standards UL Classified Underwriters Laboratories Inc. has tested Slater Outlet and SwitcY Boxes to the requirement-of-UL-263-(ASTM.El19-78) and classifif them-(under=File-Number R9194) "For fire resistance, for use in fir resistant walls constructed of wood or non -load bearing metal stud and`gypsum wallboard, for 6 fiours_or less -classification periods ICBO Recognized The results of Underwriters Laboratories Inc. testing have been reviewed by the International Conference of Building Officials (ICBO) and resulted in Slater Outlet, Switch, and Ceiling Boxes being recognized for use in two hour fire rated construction. Box Volume Required No. of Cubic Inches Required For #14 Wire #12 Wire #10 Wire Conductors* 1 2.0 2.25 2.50 2 4.0 4.50 5.00 3 6.0 6.75 7.50 4 8.0 9.00 10.00 5 10.0 11.25 12.50 6 12.0 13.50 15.00 7 14.0 15.75 17.50 8 16.0 18.00 20.00 9 18.0 20.25 22.50 10 20.0 22.50 25.00 11 22.0 24.75 27.50 12 24.0 27.00 30.00 13 26.0 29.25 32.50 14 28.0 31.50 35.00 15 30.0 33.75 37.50 16 32.0 36.00 40.00 17 34.0 38.25 42.50 18 36.0 40.50 45.00 19 38.0 42.75 47.50 20 40.0 45.00 50.00 'Does not include deductions for ground conductors, devices, or cable lamps. Subtract 2 conductors for each device strap, 1 conductor for all ground conductors, and 1 conductor for all cable clamps. See NEC Article 370-16(a) 1996. 1 1 as COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ` CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the - above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �t COUNTY OF BUTTE BUILDING DIVISION — - - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -31 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A A routine inspection indicates that the following violations of butte county Ordinances exist at the 'v above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. co n.6 /1 e, r=Y' i i2r l' & U vv�� 2 1 l� t P� �o�✓� rz 3 6 rv%d- S \ tJ V (- I '� L-1 (-A Ilk Date 0 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - } 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 4 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is —completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date . /-/• Inspector REV 10/92 0 COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -= 411 Main Street • Chico, CA-- (530) 891-2751. y 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ;? A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional'explanation, please contact this office immediately. u, • r; is • . �`ti3 .. , •4', Date/ --2 /.1 Inspector / REV 10/92 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION , f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER 1 0. (Rev. 12/96) APPLICATION AND PERMIT MZ-OW-'NUM 02ZOWNER ZONING BUILDING PERMIT MCDANIEL STAN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1605 R 86 670.00 . OWNERS MAILING ADDRESS 6650 MYAMBER 400 U 7,200.00 CONTRACTOR'S NAME TELEPHONE 142 C 1 046.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 99.062-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 639.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ zi BUILDING DRESS 05CHATRAM (117- MAGAi !A, 95954 Energy Plan Checking Fee $ 23-00 CA $ PERMIT FEE S IAr No. 24 SUBONLS IONS NAME 38 17719 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF OXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap R 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 5 -nn Each gas water heater or vent 15.00 TYPE OF WORK New Of Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0 Mobile Home I S I G I W 920.00 PERMIT FEE 136.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LE33 23.00 23.'00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / License Class Lic. No. &-7 4 I {o OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200ATO 1000A 46.00 NEW CONST. DWELLING OCCUP. EL OR ADDN3. 6 ACC. SLDS. SO 3.50 ; 70.15 Mw.E.M T. ANCHO CIRCUITS 97,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES �.00 BAL@ .50 Ex. Occu . ops AE�D.oEA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 136.15 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that 9 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c jkl y with those provisions. X Date 3- �� S�qn"ature of Applicant - 11 Owner P_ Contractor ❑ Agent An OSHA permit is required for excavati``on`_s over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating DUAL PACK 30.00 Cooling Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEL: $ 65.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 i r 3° Vf f T• TYPE TOTAL FEE $ 1481.80 • p FELS IMP FLOOD X COF X PARCEL X Po X Iss IV This permit is hereby Issued under of the Butte County Code and/or indicated above for which fbeen By "00�atp PERMIT EXPIRES ONIf the applicable provisions Resolutions to do work paid. o/ ZReceipt Q 2 ate No. v WHITE-D.D.S.-B.D. CANAR -AS ESSO PINK -INSPECTOR GOLDENROD -APPLICANT I �'i r'� "•�`. ,.�1�„d'X11.'ii'rug+'.rr`.Ing!++�r*+o�'t++'yY'M'�.Yy,..�„�':�r,,E'.�.t �'�••k„-wy.yr'��titrr � fr-r _. , .� '"!/ 'P OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 % .. 1.. �p . P ITAPPLICATIONDATA SHEET OWNER: (J ASSESSOR PARIff!ER: -6 Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/ r issuance: Date Received By 1 items have been submitted.---------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans..OK ---------------------------------------------------- 3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 4 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. �'. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ------------------------------------------- C1 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ Manufactured' Home data an installation instructions ' luding Tie Down Specifications.------------------ . - Fees of $ .� � � --?Jd1 L--------------- keor., �ai_ _73 --------- 1. Impact fees as shown on the attached schedule.-------------------------------------------------------- 3. California Department of Forestry plan approyal/fees.�-��-� ❑ 13. Flood elevation certificate. -------- - -- ---------------------------------=------------------------------------- /\P�4. Sanitation and plot plan approval MHealth Department: -------=---- ------------------------------ ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: O (B) Parking: 1�8 Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------- ------- Encroachment Permit for driveway (construction approval prior to occupancy). I q ❑ 0. Pre -inspection for required. Request to Building Inspector on iD ) . Contractor's license information. (Number, Name Style, Classification). ------------------------------------ AtWorkers' Compensation carrier and policy.number.---------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). Letter of signature authorization. ------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. -------------------------------------------- ❑ 27. Manufactured Home utility clearance.---------------------------------------------------------------------- ---- ❑28. Existing violations and/or.. expired>permits -------------------------------------------------------------------- 9. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ---=,----------- Other: _� (,1° ��S S ------- When you is�k}errpit pr$s as follows ❑ Mail to owner • ar o con ctor. Telephone _ (( _uutt II and hold for pic at 0' 'bt'V � C ce. ❑ De ' er- ith inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P .'flution Date: By Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: LZate� \ By 1. Index permit application for the above items numbered: / ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildog Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, ws sed of the above req ' data by 13 phone, ❑mail, ❑Building Div'sio unter, by Date: Plans reviewed by: r Date: Plans approved by: OZ Date: YO Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P.16[4r. Note transfer by: Date: - E9 Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY ppp Plot Plan Attached LAI Floor Plan Attached Sent to a. — Ol� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for jL dwelling. Other o/r&,4-tayeri-cei_. n�". Hold final for: --Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96: Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 V OF FEES DUE PROPOSED BUILDING USE 1 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ a --Additional Fees Due ............................................ $ --Additional Fees Due ........................................ I... $ --Revised Plan Checking Fe.� ....................... �IC> v 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ ` bo Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ -x-=$ #'Units Amt. Commercial (Sq. ft.) ............. _x - Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER -(L _ A.P. # P2 DATE RECEIPT # D�A�TEE�REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the Ian checki rocess. ti Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 (530) 872-0254 FAX (530) 872-9331 June 21, 2001 GILDING W\J'S10N Subject: Design Revision / Special Inspection Simpson Strong -Tie Epoxy -Tie Anchor Project: Stan McDaniel Residence - Chatham Court, Magalia, CA Based on Revisions No. 1, a modified Portal Frame was designed for the garage door wall with a moment connection at the base. This report on a Special Inspection provided for installation of Holdown Anchors, a 5/8" Dia. Threaded Rod in Simpson Strong -Tie Epoxy -Tie ET22 Adhesive. The installation was provided on June 21 st, 2001 and per ICBO Report No. ER -4945 requirements as follows: A. The size, depth and location of hole drilled into the 6"concrete curb were provided per "Revised Portal Frame Detail" attached, B. The holes were cleaned of all dust by compressed air, the epoxy mixture applied into the holes was of the prescribed gray color, and the anchors were installed per noted instructions, C. The Expiration date on the Epoxy-Tie.Ca-tridges marked E'T' _ 22/1600 and 7149 was 71 3/02 and 8/02. In conclusion, the material and installation of the structural anchorage is in compliance with the revised design and with ICBO Report No. ER- 4945. If you have any questions or additional requirements, please contact this office. Co: Stan McDaniel - General Contractor Sincerely, �. �.'� s .� „_ .. `,i :.:f �;...u: ,r.S;.i i...i✓���M �{.� �.•i. �;T"'�..T�' :Aiu ,,.. .. ... .a' . • • Frank L. Tyukos RCE 32434 4 s(�-Z4 bSZO-ZL8 (9 W 69696 'b'0 '3SI0V8Vd ..08 AY10 06LG c = — i I 5 (7 e -Z,/ 5 L 'ON 1 08`01 �3S lY Q S/ V57/2 — Z 0ni3=ws /b'1�Q 7�'a'�1�rJa"1S l-Jarens 1 v. Z7� As I S1'N Q—?S -71x.1 A.— �n�s xz r/o —i --T do �; 1Ala bf I S/�/S�f�O� 1 W ti'o (2.Z/Y/ �bNO SS33 O�a� \ �� •�'o, z/,� �II I'�' � � �'2Q/-/ n'U.S�h//.S So/LlS -XZ - Z y1/�s soy ` .ly,u c = — i I 5 (7 e -Z,/ 5 L 'ON 1 08`01 �3S lY Q S/ V57/2 — Z 0ni3=ws /b'1�Q 7�'a'�1�rJa"1S l-Jarens 1 v. Z7� As I March 19, 2001 Stan McDaniel 6050 Myamber Ct. Magalia, CA 95954 i *De artment of Develo tent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 064-580-024 Building Permit Number: 01-0447 This office reviewed building plans. for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 'amour energy calculations are for a slab on grade. Please have them revised to reflect a raised floor. --2--Your energy calculations require a HERS inspector. Please indicate who this inspector will be, or provide new calculations eliminating this requirement. --3--Is your furnace in the attic? If so, please provide a truss detail from the Truss Company, which allows for the mechanical load. You cannot run your firewall to the roof sheathing as the trusses over the house bear on the wall between the house and garage. You will need to protect the garage lid on'RC channel at 16 inches on center, and all garage walls. I have noted this on your plans. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET, or may have been requested in Part I above. 1. Provide energy design compliance and supporting documentation. 2. Pay Balance of Building Permit fees in the amount of $963.15 3. Pay impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 3.2. Sheriff fees = $360.00. 1 of 2 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5.. Provide sanitation and plot plan approval from the Chico Health Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans. please complete the following information and return this form with your re -submittal. U this form is not complete, as to all correction items. we will not be able to accept your resubmittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ArrACM THIS FORM TO A DOPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME �af'�..Q DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0/-W4 06014— 590- _ RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM A ' I RESPONSE BY: LOCATION ON PLANSICALCS: �1L yL.Slc�> �S2/Lti1LM�„c1 �c�CO COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: Com-t LOCATION ON PLANS/CALCS: COMMENTS: K10 PLAN CHECK ITEM 0 3. RESPONSE BY: r LOCATION ON PLANS/CALCS: 14 UA C COMMENTS: PLAN CHECK ITEM # Y' RESPONSE BY: LOCATION ON PLANS/CALCS: l�. 2 CG«.�� Q COMMENTS: £O'd VLS=LO LO -VO -UEC' RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEO US ONLY Owner: />2'26 ��2� Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: o - GENERAL: oning requirements — (number of permitted living units). Plans signed by the designer. roper description of work on the application. xisting violations on the property. ecorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. tther buildings or structures. Grading, fills and/or drainage. ood hazardpecial conditio on Parcel Map: oise ❑ S� Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage feesderal Aid Ro to d/or Federal Aid Secondary Route setback requirement. wilding or utilities across lot lines (Lot merger approval by Butte County Land Development.) OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2' ater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size'to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. /20*' A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon flaming and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor constriction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof constriction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). ypical header size(s). tud heights. High expansive soil — special foundation design required. e walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every, square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: I tairway details,— landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). uardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster— weep screeds (Uniform Building Code section'2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam insulation — protection. 6" halls and stairways (Uniform Building Code section 1004.3.3.2). wo exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. LDWG PERMIT REQUIREMENTS: 1. E' SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. �� ! 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1' CF -'1R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 Project Address Chatham ******* Magalia *v5.10* 0 Documentation Author... Marty Runnells ******* Buii ing P mip Energy Calculation Services 1907 Mangrove Avenue, Suite E P an Check Date Chico, CA 95926 530-894-8466 Field C ec Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010415 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal GENERAL INFORMATION Conditioned Floor Area..... 1605 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.2 0 of floor area Average Glazing U -value.... 0.54 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 9.6 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 PLAN FRONT, KNEE WALL TO GARAGE, LEFT, BACK BACK LEFT, BACK RIGHT RIGHT Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULT Floor n/a R-19 R-n/a ' R-19 0.037 RAISED FLOOR FENESTRATION Over - Area .U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Front (NE) 10.0 0.650 0.680 Standard Standard None Window Front (NE) 20.0 0.520 0.650 Standard Standard None Window Left (SE) 16.0 0.520 0.650 Standard Standard None Window Left (SE) 3.0 0.520 0.650 Standard Standard None Window Back (SW) 10.0 0.520 0.650 Standard Standard None Window Back (SW) 24.0 0.520 0.650 Standard Standard None Window Back (SW) 41.0 0.550 0.650 Standard Standard None Window Left (S) 15.0 0.520 0.650 Standard Standard None Window Back (SW) 20.0 0.510 0.670 Standard darcl None Window Back (W) 15.0 0.520 0.650 Standar None Door Right (NW) 18.0 0.650 0.680 St:V r��,, None Window Right ('NW) 20 . 0 0 .520 0 .650 Sta 1x .1 ? t nrak rNone .. a, '' . '1 7 Q " �� X � y CERTIFICATE -OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Proiect Title.......... _ 3 RR RAR_ - Rtan Mr Tlanial T1o�c n� /ten /n, , n, MICROPAS5 v5.10 File -010415 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal Minimum Equipment Type Efficiency Gas 0.800 AFUE ACPackage 9.70 SEER HVAC SYSTEMS Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type Crawlspace R-4.2 No No Setback Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System' Factor (gal) R -value Storage Gas Standard 1 .62 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 MICROPAS5 v5.10 File -01041S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Stan McDaniel Company. McDaniel Construction Address. P.O. Box 331 Magalia, CA 95954 Phone... 530.873.6431 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. p4e4ma3�ol atm 5 ; �, 1 J MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 Project Address Chatham ******* Magalia *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan C ec Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01041S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment I'll —az *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. z —16/ WA 014 N/A —,1/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 MICROPAS5 v5.10 File -010415 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks _nave R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape „ aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% trermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter.and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). —V V —Z MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 MICROPASS v5.10 File -010415 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal LIGHTING MEASURES 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 Project Address........ Chatham ******* Magalia *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010415 Wth-CTZ11S.92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.26 15.22 1.04 Space Cooling.......... 17.71 21.03 -3.32. Water Heating.......... 15.05 12.62 2.43 Total 49.02 48.87 0.15 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather.Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf). (cf) HOUSE Residence 1605 15444 1605 sf Single Family Detached New Front Facing 45 deg (NE) 1 1 ReducedYear Raised Floor 1 15444 cf 0 sf 13.2 0 of floor area 0.54 Btu/hr-sf-F 0.66 9.6 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type 1.00 Yes Setback Vent Vent Air Height Area Leakage - (ft) (sf) Credit 2.0_ Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 3 BR Res.- Stan McDaniel Dat-p-n-i/-in/n-i 1?.?ti.n-i MICROPAS5 v5.10 File -01041S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal OPAQUE SURFACES . Area U- Insul Act Solar Form 3 Surface (sf) value R-val Azm Tilt Gains Reference HOUSE 1 Wall 2 Door 3 Wall 4 Wall 5 Door 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Roof 12 Roof 13 Floor Orientation HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Door 12 Window System Type HOUSE Gas ACPackage 208 0.088 13 45 90 Yes None 10 0.330 0 45 90 Yes None 86 0.088 13 45 90 Yes None 150 0.088 13 45 9.0 No None 18 0.330 0 45 90 No None 372 0.088 13 135 90 Yes None 284 0.088 13 225 90 Yes None 21 0.088 13 180 90 Yes None 21 0.088 13 270 90 Yes None 378 0.088 13 315 90 Yes None 599 0.031 30 n/a 0 Yes None 1037 0.031 30 45 14 Yes None 160.5 0.037 19 n/a 0 No None FENESTRATION SURFACES Location/ Comments PLAN FRONT ENTRY KNEE WALL TO GARAGE TO GARAGE LEFT BACK BACK LEFT BACK RIGHT RIGHT TO ATTIC VAULT RAISED FLOOR Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (NE) 10.0 0.650 0.680 45 90 Standard/0.76 Standard/0.68 Front (NE) 20.0 0.520 0.650 45 90 Standard/0.76 Standard/0.68 Left (SE) 16.0 0.520 0.650 135 90 Standard/0.76 Standard/0.68 Left (SE) 3.0 0.520 0.650 135 90 Standard/0.76 Standard/0.68 Back (SW) 10.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 Back (SW) 24.0 0.520 0.650 225 90 Standard/0.76 Standard/0.68 Back (SW) 41.0 0.550 0.650 225 90 Standard/0.76 Standard/0.68 Left (S) 15.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 Back (SW) 20.0 0.510 0.670 225 90 Standard/0.76 Standard/0.68 Back (W) 15.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 Right (NW) 18.0 0.650 0.680 315 90 Standard/0.76 Standard/0.68 Right (NW) 20.0 0.520 0.650 315 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Crawlspace R-4.2 No No 0.743 9.70 SEER Crawlspace R-4.2 No No 0.674 COMPUTER METHOD SUMMARY Page 3 C -2R Prnit-rt Ti tl a Z nD 'Do- - _ - - I,._ _ _ _ _ _ MICROPAS5 v5.10 File -01041S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal WATER HEATING'SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer .and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... 3 BR Res.- Stan McDaniel Date..03/30/01 12:26:01 Project Address... Chatham ******* Magalia *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico; CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010415 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1605 sf 15444 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 45 deg (NE) Heating Cooling (Btuh) (Btuh) 10124 4667 Building Permit Plan Check Date Fie Check/ Date MICROPAS5 v5.10 File -010415 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1605 SF. Res. Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1605 sf 15444 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 45 deg (NE) Heating Cooling (Btuh) (Btuh) 10124 4667 4596 2413 n/a 8215 8785 2650 n/a 2100 2350 1002 25855 21047 n/a 4209 25855 25257 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design 'temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (530) 891-2727 Telephone (530) 538-7281 Date Issued vic/D 1 EXPIRES ONE YEAR FROM DATE'OF ISSUANCEIS' Permit Issued to To construct a sewage disposal system for: 3 Azu -,- Located at: Cid-" Cf L 2T ��A.P. # 064 s S80 v 02,-+ SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: /oyo gallons Material Kane , Special conditions: LEACHING FIELD Total length: 150 feet Trench width: 2-4 inches Minimum No. of lines: Z. Rock under pipe �6, inches C119 Additional leaching.field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system P approved. _3 a7/j - Permit Fee $ qt j ; Penalty Fee $ TOTAL FEE $ Additional Fee $ Receipt No. 311663 S31 - 278R (Rev.4/98) Issued By: '-<:/ &ec" ENVIRONMENTAL HEALTH SPECIALIST ENCROACHMENT PERMIT COUNTY Of BUTTE ♦ DEPARTMENT Of PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www,buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE JPermitNumber Dis.triat Phone: (530) 538-7339 U /0 / 9 7 / APPLICATION I I I WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be tyW or legby printed.) 1. Appruxnrs Name: 2. Address:L 3. Phone: �-� _ S 3 _ (0 4. Assessofs Parnlr, Z ^ 0 p 5. Location of work to be Done r r,0 X.# 6308 6. Appkanfs Signature: 7. Dale:- �� , �._ _ CONTRACTORS INFORMATION 8. Contractofs Name: S i �� ,i � J � �•-Z � �yt �C' /�- .S /�b� b C-� � 9. Address: 10. Phone: 11. Fax: 7�-(0 L2 I" 12. Contractor's Number /11 -2 z C f 63 3 13. Certificate of Insurance: Yes} -No 0 14. Contractor's signature: 15. Authortzed Agent TYPE OF WORK TO BE DONE 16. Please chem Curb: Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type):n �—_1 T 18. other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. conditions /5 7'//1/6 (o •� C 7^b ` 2/ y /5Af 7Z;, Car r�llit'R kr/ Zd9.4 �11„a� 7 � rtAnir-.Pi�yre� �... a Underground Service Alert (U.SA) must be notified two working days prior to any excavation. 800-227-2600 20. ❑ All work shall coCform to accompanying: Detail ❑ Plans '❑ Special Conditions ❑ 21. Date Issued: 3 9 O 22. Expiration Date: 3 9 � 23. Surety Y No 0 Mike Crump, Director of Public Works BY:--- [/,,LA "Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week Page I of 2 General Conditions —See Page 2 LOCATION: DATE: Co 3 oR cwA 7A* 4-n FOREMAN: — DISTRICT: - � -7. MIN• DISTANCE: PERMIT#: SPEED LIMIT OF ROADWAY ® DRIVEWAY LOCATION: DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE O GOOD POOR IF POOR - RECOMMENDATION TO IMPROVE: aatt Bker,-,#, O CUT BANK REMOVE VEGETATION (TEMPORARY) O OTHER (EXPLAIN) ADJACENT TOPO O FLAT O CUT SLOPE FT. O FILL SLOPE �?0 �" FT. O CURB AND GUTTER AC DIKE O EXIST. DIST. � TO EP FT. Affgh � ccu�NSNX) DRAINAGE RECOMMENDATIONS O NONE O SWALE CULVERT MIN. DIST. a FT. EDGE OF EXISTING PAVEMENT (EP) ------------- 12' MIN. AREA 20' MAX, TO. BE --,PAVED R/W 10 MIN. NOTE: IF GREATER THAN 107 UP' OR DOWN REFER TO ENGINEERING. MAX. 1 FOOT VERT. RISE OR .DROP PER 10 FEET HORIZ. DISTANCE MIN. DEPTH TO FT. DIAMETER . /� " IN. EP LENGTH.- O ' FT. EXIST. DIST. I MIN. O OTHER (EXPLAIN) I 2%DIST. PAVEMENT TO EXTEND AT 29; CROSS SLOPE OR MATCH EXISTING ROADWAY CROSS SLOP MIN. DEPTH Mq`� E . N.T.B. PRIVATE DRIVEWAY FIELD REVIEW t S TR`UCTURAL C A L- C U L A T I O N S F O R STAN McDANIEL RESIDENCE CHATHAM COURT MAGALbA, CA 95954 01-0447 BUTTS CC�+� t � F L T ENGINEERING 5 7 9 0 CLARK ROAD DEPARTMP:10 PAR'ADIS'E, CA 95969 .DING :(530) 872-0254: 'P- /, FLY EIM OHCEGAOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 BY: �`� DATE: d� SHEET No. OF 6 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: -DATE: �,,p JOB No. SUBJECT: � / L '.�I; %�f-��TY :O2 PROJECT: Z)4 -r* T � �S'�B✓�cT O� T�f�'E G,�`L �S' /S Ttf� �T.�-r�GTv�L- ��1Gf'.t� tet- S•t��'c. �-��rz�� y S�ir��c.E- �-rr�GY .�iv�cc�/.c�� o� cove R C "E 32434 Reg. Expires 12-31 -200 3D Z' ti-S,rJo�J /O 7T 5 QRpfESS/O 4 L. TyG �F,y rm uj No.3 m s�9r Cl F OF CA es -z- v s, FLU E N O H EE OHO A1C ��QMC��MQQf� C�Q�Mf�Q�OO�I� CIVIL • STRUCTURAL BY: DATE: O� SHEET No. Z OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. A/g = d'• �s �- dry �.z/8 , �t l�Jw2 4/ _. 6 • rx /43 = 6 Ge ZZ,r1_ 0 = 7�f —,92— [D// 7x czzr7,7) 7-.14P�711 �,� G /7t /3. r�'1` �-fit'/� � V !•� �— �t�, FLU EMMHEEG3OM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY. DATE: / �i SHEET No. QOF CHECKED BY: DATE: JOB No. `D�T 1,4 Ga% =[,,0//7x /ZS l�SL = . /�3 x �• D1Zx Z� t , O1Dx �-�} _ , D�f.3'��� Sz 7,-,4;)/,< vel'e 12,40 7-. 4C ) g-fi 7, l?�x �Z = . � > T - 1323 <_1 .. /yam � , 2� x �/ Z t . Z2u /• 2fr;� g- -� � iZ �`_� FLU EMMME G Oma CIVIL -STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 . ��S/L/TY CCO�T OcTRUCTVML C6%LML6%cT00M2 BY: f2 -7 -,DATE: SHEET No. OF CHECKED BY: DATE: JOB No le`o 2�'c3. z� x lz/ �o.� 1, 33 .3,Z-zD A 3 er ST6Z2�- (%F Use � --• ��������, �WPs� �o,�rrl � �- �0�;8�v� GeL�%¢'7�11' 2 ¢ -e9 sly/ �,c�,v, �o�t7, �0"- 7f --* -XIAo15-- t� FL7 CMMMEEfidma 8UHUC7UMZ%L OQLLOMLMOOKS CIVIL • STRUCTURAL BY* DATE: SHEET No. r OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: - DATE: JOB No. (Z- Z�_f `0 _ fD /N' — A (%` ZZ b�- ZZ 4 �0.� �•��l.�y' � -- Z,<�' c� /�90 -a-. c%1�T3 — kJ_ _. Oso l/ Cx.l96' - r 73 �s C60f z�;37xrd9 xZ a i2�� lrrx, C;7 CIVIL • STRUCTURALgy; �v / DATE: / D� SHEET No. 49 OF 6. (530) 872-0254 FAX (530) 872-9331 �O� I 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. (/sem l2 y�Ot�c . /X�0771­) f,c- /�r7 Z5' • �/fas % - o �c . �%yC� BRACED WALL PANEL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 5/8" - 4'x 8' FIBERBOARD (MASONITE) W/ NO. 11 GAGE GALVANIZED ROOFING NAILS x 13/4" LONG @ 3" o.c. EDGES & 6" o.c. FIELD. MINIMUM PANEL WIDTH OF 4'-0" OR AS NOTED ON PLANS. SEE NOTES BELOW. 2. 3/8" PLYWOOD CDX OR OSB OR 5/8" T 1-11 PLYWOOD SIDING W/ 8d @ 6"/12". MINIMUM PANEL WIDTH OF 4'-0" OR' AS NOTED ON PLANS. SEE NOTES BELOW. 3. 1/2" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @ T' o.c. BLOCKED. MINIMUM PANEL WIDTH OF 8'-0" ON ONE SIDE OR 4'-0" ON TWO SIDES OR AS NOTED ON PLANS: SEE NOTES BELOW. NOTES: A CONTINUE WALL SHEATHING (SIDING) DOWN TO SILL OR FOUNDATION PLATE. B. BWP SHALL BE SUPPORTED DIRECTLY ON FOUNDATION OR ON CRIPPLE STUD WALL OF 14" MAXIMUM IN HEIGHT. C. SILL PLATE TO JOIST, RIM JOIST OR BLOCKINGS WITH 3-16d @ 16" o.c. OR 1/2" DIA. A BOLTS @ 6'-0" o.c. (2 - A BOLTS MINIMUM. SHEAR WALL PANEL SCHEDULE - "DELTA" SYMBOL ON PLANS A 3/8" PLYWOOD CDX OR OSB OR 5/8" T 1-11 PLYWOOD SIDING WITH 8d @ 6"/12", . 1/2" DIA A BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. B. 3/8" PLYWOOD CDX OR OSB OR 5/8" T 1-11 PLYWOOD SIDING WITH 8d @ 4"/12", 2 - 1/2" DIA. A BOLTS. SEE PORTAL FRAME DETAIL ON PLANS. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE BELOW. NOTE: CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. a 7"OR fps To c-ACH OTHER. f H� c% TD HO -2, k// /6 cL B /2 o' . c , 3� yx " SG 2.V e=) pr II - I r t I COSTS TO HDz. W�.S7"6Z2�¢ II II I I ✓�r18 GTR D O.v • Sorr, Of t�vz. I ) vs.3 fa.C, SC c. c./EGD 2�c .97VO CO,tlC. CU.e6 GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT -THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE UNTIL STAMPED AND SIGNED BY THE DESIGN ENGINEER AND REVIEWED AND ACCEPTED BY THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 24" MAX. HEIGHT AND 36" MIN, WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MQNIMUM GRADES AS FOLLOWS: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT 2x STUDS & 2x BLOCKINGS - D. F. STUD GRADE 10. LAMINATED VENEER LUMBER SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFAC- TURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL, 11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -H -H OF UBC - DIAGRAM CASE. 1), UNLESS NOTED OTHERWISE. 13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO.23-H-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 14. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG - TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 16. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 17. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 18. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 19. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 P� _FJ fri FA FA FA — rA F4— - Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:16AM 07 -Mar -2001 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 7.00 CONFORM .00 PENALTY 3.00 Cindy Page i of 1 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lor Z G S S H-vu9A1 p ,v im err- rvn A r,- �t AJ 0"r U .v 1 i l ! u9 /F C' !% rnAp� u9A-S a ,v ge v /e- 3 S o % tV IA -P S. , A -•r F.At-6 F'Cs > r7 ► �I , Rn� ► y f C PTH (o EF/`e+1►'� es- LL ih / d9 t-1r'R f �' v r L r (o A -fir /-S p f4A-L77i/P7 Aw - N'ypr-aC.,K-/3o� s°v�s7�Gc�;w�jN ��oV��io,J.s �7 A-N��i/ �a f}GL Nriwi,�, n ? �'7^/•�'T7 Oa> S S f��L- � E l� p � c r f o /�► O /L� r GFS V �7TS/ Ac "TFf� s:' C�i'F�f-(-t-.� +?'E7a' o T�'>� L-s►�s r> G -mac / 6 t'y� /� �'7', N �rnr TN T /,7 O P�M�A (vG S A44 LL r3 is Do "7"n 7 "C S v r %�4-E-E' t�j S a -r !� [ ,�,o ,a Date _- (p —O % PROP TY 4 P � c) b Z1T �.F0q_ o zy-oCC QRS: S A-,-,/ �"1 � � A4 -J J4rn/t= /-�c�---A,,.jiEL State of Califo� Ia County of %LJ Known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m a ici seal. A.M. MORROW D Signature gel; COMM. # 1270896 NOTARY PUBLIC -CALIFORNIA ` axl //�� COUNTY OF BUTTE W A.P. 4 -:560 . V0'"/ My Comm. Expires July 18, V"V ' # Lit { 1 A f L BUTTECOUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District JO (A A.P. Number LIAP So lc,>;? Y Jurisdiction: pity Property Owner Property Location/Address 1. Subdivision Building ubdiviston- Resiclential- Development Building Department No. County C-11 Lot No. No of Living Mobile Home Addition/ *Supplemental to ;ya Units Installation Conversion Permit # n11, fit *(No foundation 1 ................................................................ I ........................ 'oercial/Inclu'striall j ,-C6im4 New Addition moor runs reviewea oy bcnooi uistrict Dist Jct Identification' No.-. rj School District certifies that (Street Address) (City), has complied with the requirements of Resolution No. representing .Square feet: 44 School District Representative I Paid by Check # -Remarks: I C (State) ................. Sq. Footage )loos (Group R) Taction): ................ Sq ;ob'tage I (Including Exterior Roofed Areas) b�-ate- o� Date (Applicant) (Phone Number) (Zip Code) by payment of $ -32-7(J . &5 IAB 2926 $ FULL MITIGATION r $ 17 Date Notice: You may protest the'imposition of the fees identified above,by s6liiiiiitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days fron; the date "fees are paid:' Failure.to submit. atimely written protest will prohibit imposition of 0 you from. challenging the the fees in, in court action. I y If, subsequent to the School District Represekaiive signing this'Butte Couhty Schools Impact'Fee Certification Form;.the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the'Californiia Environmental Quality Act (CEGAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10198)dmm 1 ' SITE PLAN REVIEW APPLICATION Date: 3 -) Z— p r AP# O2 1 Permit Number (if applicable) O(A 1-1 7 APPLICANT INFORMATION . Parcel Size: 2� A e ro Owners Name: ST P -),J I. L Own-ers Address: LI�. G r, Telephone No.: Situs Address: Proposed Use: Residential JS New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family i - Non -residential ❑ New Commercial i ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition i ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic I ❑ Well ❑ Agricultural Exempt Building ❑ . Other: I Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved [].Conditionally Approved Site Plan Stamped Approved f By Date .Z Page 1 of 5 ❑ Resolve Problems Prior to Approval Parcel Is In: ALL ITEMS CHECKED APPLY TO THE PROPERTY �r Snow Load Area: 2000 --+0 2,�jQQ Land Conservation Act Minimum Acreage: Nitrate Action Plan (See Environmental Health for standard Verify residence can be built per contract Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified.proper foundation design required) SRA - (CDF to determine specific requirements) I00 -Year Flood Plain: (See att-ched) • Flood Zone: � • Flood Panel No.: _AL1 Oo C Index Date: $-8-96 Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ---------------------------------- — ❑ Detached Building Use Form ~❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ,p --,1 Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Sd G ,� Side Side Street Rear ) 3O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 r, !. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff _ ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ----------------------------------------------------------------- --------- Subdivision Map Special Fees------ ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Mao/Parcel Nia : Map Date of Recording: Lot: 2 ❑ Use Permit/Minor Use Permit Permit Number: XC . Book:—3-8 — Page: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation .of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance 30%. The Erosion Control Plan must be prepared by a registered qualified professional and be submitted to and approved by the Works. on slopes steeper than civil engineer or other Department of Public ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance. of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 0 Summary of Specific. Requirements: This information provided in this summary is based on the application informationand on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 a 0 Summary of Specific. Requirements: This information provided in this summary is based on the application informationand on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 T. r 1D1 D • /tit / ,L J�• a // ' '�' v y.f D.f ;1 f s'� / 7/ I .ti • 1�OOv rb ' �/j:�i�'•,.`:J � s hpt ' c� .. . D. D� ytb ���'� ♦ ?+411 ��Cpm' >� rti� At s i• /; o♦z p`� • />g ./11 eb '! ��,�,! • / \s o4ir\ .a,% i►1' 1►' i� '` >• �/ - EE� /,j^\ '��r/�'�7.101♦Dp0 SLC\ ♦� so�91 irk" �6r v� / 5� / 00 17 �� o ��/% mss f \ . L(1 � •� p _ 2 / -ECJ !L `� �o► i� r. 8 � ► ;. - .' v`�'� ��- 1 ,Y ``�'- � // ,v t�t� • ro. s• i i Z�J ' , s t' w v: �• •;a G C% ,' - °'°` 'y w •�. .� 0 rhe$• h 1� h�i� '� - �,:. �j400 5.1,x. Saes : :i D;' 11 r��. lioti �'�%. Y F J'.`C h v hh.h o.:% - c a o i �Z�eeo•. �.y •d :624 0'.s 3. 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SEC. 26 sE BUT TE COUNTY SCALE 100 MURRAY $ MC Civ::- ENG;NEER_ 19 < < ST. S;CRLraE' SHEET _ of AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 07 -Mar -2001 2001-0009009 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including; but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said •zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: L G -r Z G i A, S S h4-0i✓c9a1 (9,0 -77 - 4'r Ger' •r.4i /_j PA'rA-a %S F F;'r v V'X v .v i T l 1 u9lf+c tf 1171 Przor I rtE F c>i r' c t o r^ /—t?Pcc- /'GC o,-> C`T o 1 C o a Ap 7-,/' ✓p rA-715— t`% VtLI/-0 A/ 'J/1r t'Tr GAJ �E'Ge�Yll�/ I N gv v /c 3 g o f Marg S A -•r• pA-e Firs i 4- L 1- C) P er"4-77 OA/ oP7^"4-77oav S Sr1-L. r'r'o^ o0-1=iPc 7W-Vr_ (-ABCs :a 1> G—jc r,6 r'77 /Lr -r', /J Ar" c-1 '77Pf lu OA4 LC. A Date 3--� —O/ PROPOTY QRS: '4 A a b State of Califo is County of On / / before personally appeared —J 41 yy-, l -e AIC O/M) / e daQ 3WA_ /. WA.)N C . personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m a ici seal. Si nature A.M. MORROW D g Seal: COMM. # 1270896 NOTARY PUBLIC -CALIFORNIA Q COUNTY OF BUTTE W My Comm. Expires July 10. 200 A.P. #&e_1 (J bob-loasil Irlimuno'l lo dJlv t -164(r), .g -d frl,.