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064-400-061
" � • -' • tit ., I`. s i i4 r Y s ry- 'KERNEN;1Do`nna ys 6286' Cumberland; r RESIDENTIAL £ 64-40-61 2109-90B,P,E,M KED RNENJ, Donna & Lysle . 6286 Cumberland, Magalia w 'Contr: Mike Rutledge i (new single family) F r • t e OFFICE COPY s Address ' "„y GAS Meter Date�_�� B ELECTR• Meter By Date 7 �4- . . • 4 4 7pe OFFICE COPY Address GAS / Date— x Meter By ELECTRIC Date//—/'T' Meter By < ` JOB FINALED (Date) signature i .i 4 } J=OK O = Not OK Not Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete ' 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector, 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS; COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements `, 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosyres 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 • Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s -� •� 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 "Date Card B-1 Date Card B-1 Date Card B-1 t < d 'J OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single& Duplex) Date UNDERFLOOR (Plans) OK except #'s VAAA- ,PULoning-Setbacks- Ease men ts- food -Slope 2),Piq., Main; Soils-Elec. Gr .-/ /" Ftg. Depth 3VE4, Garage; Soils-Steel-Elec. Grnd.-/I?/" Ftg. Depth J. -P-ry(V_ YK Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth "temwalls, Garage; Std-Blockouts-Wrapped 104R B,C, HA,)� '6e-119�oowns and Special Anchors ile-fiab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel I V.; Fall -Fitting -Test -2 Way C/O -Sewer Test as Pi e; Size -Anchors ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1 ienums & Ducts; Clearance -Material -Support -Ins. 4. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date a• q-`NCard B-1 „J Date �6 Card B 1 Date and B- Date Card B-1 Date6ENBING Pe OK except #'s 1 r r.; Vent.Access-Combustion Air -Baffle Wate Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Tub & Shower, Second Floor -Tub Access 1. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL ICAL (Permit) OK except #'s 2. Fixture & Transformer Clearance -Ins. Protection . Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled �bmex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water VeT-Appliance Circuts i Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / ga. Cu or A .C. Wire Size / / ga. Cu or AI 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. I ulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect u' . Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light 3. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME HANICAL Permit OK except #'s 4. Ducts Insulation & Support Af Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI G (Plans) OK except #'s 3 s, Proper Material & Anchors O_ttalls Studs -Nailing, Spacing & Bracing -Plates -Sound g Walls over Girders & Floor Nailing elf raf top in Walls (rat proof) 43 tops; Furred Ceilings -Stairs -Chases -Tub 4 Headers & Beam -Size & Bearing Date FRAMING (Continued) 4 a -Post Caps-Anchors-Conne rs 4 . Cing. Joist-Rftr. ties-Purlin- Brac-Truss-Shthng.-Rfng. g7_Filpp—'Ties or Type AFlue-Fireplace Throat clearance 15 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. O. Windows or Exiting Doors -Sill Hgt. & Dimensions - 5 . Garage Fire Protection Framing 5A-'rr-operty Line Firewall & Openings xt. Doors -One T -Check Garage -3rd Story, 2 Exits S tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 y od on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding-Nailinq Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Gla i . g Area-Glas rotec ' Skylights -Plastic, 5 . hear Walls; Nailing -Bolts 9. Insulation-Walls-Ceilingsaa 60. Infiltration -Walls -Windows Date AfJlll./7/ Card B-1 P-�- Date Card B-1 Date Date Card B-1 & Sidelight A2 --Sm ke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor -Ducts -Meeh. Protection edroom Exiting 6 . B Fixtures & Tub Access -Spa Subpanel; Breaker Sizes & Labels 67. Stai & Rails irep1ace or Stove; Clearances -Hearth 69,-Eig .'Outlets at Wood Panel; Int. & Ext. 7iT-Kit,Fi%t. & Appliance; Grnd.-Air Gap -Cooking Clearance 7t-. Elec.-Outlets & Receptacles at Kit. Counter 7.2-Garaae Fire Door: Swina-Landing-Closer ".C.. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. lr Garage; Above Floor-Mech. Protection P lec. & Mech. Equip. Listed for Location 76.7 Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77_ ns ation-Foam-Looked in Attic ❑ Yes 7 Gu d Rails & Deck Construction -Post Caps 7 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive ❑ Yes Of No; Walks ❑ Yes o; Planters ❑ Yes ❑ No -4+-cco; Brown -Finish C. Unit; Disconnect, Electrical, Plumbing encs Above Roof; Plbg.-Appliance-Fireplace.-Clearance to OggLoings 84-`wigpr Well; Disconnect, Electrical, Plumbing ze'Eigwior Elec. Trim; G.F.I. Receptacle -Underground 8 . V ation Throughout House 87--%aes Protection 8 . Corre dorom Previous Inspections 89. as eters Tagged; Gas -Electric qw-wa—t9j-&Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date Card B- Date Card B-1 Date }- jl Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final'. (NOTE: An entry must be made each time you visit job site) t f� t x Y Glulam Headers — 1650 Series Weyerhaeuser Advanced Building Components Section Properties Depth (in) Width 3.1/2" 7-1/2 9 10.1/2 12 13.1/2 15 16.1/2 18 EI (x 100 million Ib -in') 2.21 3.83 6.08 9.07 12.9 17.7 23.6 30.6 Moment Capacity (ft -lbs) 4512 6497 8843 11550 17811 18500 22623 27185 Shear Capacity (ft -lbs) 2888 3472 4050 4628 5207 5786 6364 6942 Minimum Bearing (in) 1 112 1-1/2 1 1/2 1-1/2 1-1/2 3 3 3 Width 5.1/2" 7.1/2 9 10.1/2 12 13.1/2 15 16.1/2 18 EI (x 100 mipion Ib -in-) 3.48 6.01 9.55 14.3 20.3 27.8 37.1 48.1 Moment Capacity (ft -lbs) 70`.30 10209 13896 18150 23274 29071 35551 42719 Shear Capacity (ft -lbs) 4546 5455 6364 7273 8182 9092 10000 10909_ Minimum Bearing (in) 1 112 1-112 1-1/2 1-1/2 1-1/2 3 3 3 Maximum Uniform Load (PLF) Conversion Tables Convert from ROOF -15% Increase (3-1/2" Width) Span Depth (in) (feet) 7.1/2 9 10.1/2 12 1 13-1/2 15 16-1/2 18 4 1604 2118 2746 3532 4543 5891 7778 10611 8 650 810 983 1170 1375 1597 1841 2110 12 297 421 564 698 806 919 1039 1165 16 154 233 314 405 507 620 721 802 17 127 206 277 357 448 548 657 744 20 76 134 197 255 320 392 471 556 24 41 74 121 174 219 268 323 382 Conversion Tables Convert from FLOOR — 0% Increase (3.1/2" Width) Span Depth (in) (feet) 7.1/2 1 9 10.1/2 12 1 13.1/2 15 16.1/2 18 4 1394 1840 2387 3070 3949 5121 6762 9225 8 564 703 853 1016 1194 1387 1599 1833 12 258 365 490 606 699 798 902 1011 16 114 200 271 351 439 538 625 695 17 94 165 239 310 388 475 570 645 20 55 99 160 221 277 339 408 482 24 29 54 89 136 189 232 279 330 Conversion Tables Convert from Replace with Weyerhaeuser #1 Timbers Glulam Headers —1650 Series 4 x 10 3-1/2" x 9" 4 x 12 3.1/2' x 12" 4 x 14 3-1/2"x 13-1/2" 4 x 16 3-1/2" x 15" 6 X8 5-1/2" x 7-1/2_" 6 x 10 5-1/2" x 9" 6 x 12 5-1/2" x 10-1/2' 6 x 14 5-1/2" x 13 112" 6 x 16 5-1/2' x 15' Convert from Two -Ply 1021 Built -Up Dimension Replace with Weyerhaeuser Lumber Headers Glulam Headers —1650 Series 2 x 6 3-1/2" x 7-112" 2 x 8 3-1/2" x 7-1/2" 2 x 10 3-1/2" x 9" 2 x 12 3-1/2" x 10-1/2" SL 1682 12-89 General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf ((bs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir #1 - 1500 psi So. Pine #1 - 1450 psi Weyerhaeuser ROOF -15% Increase 5-1/2" Width Span Depth (In) (feet) 7.1/2 9 1 10.1/2 12 13.1/2 15 16.1/2 18 4 2520 3328 4315 5550 7138 9257 12223 16674 8 1021 1272 1544 1839 2160 2510 2893• 3316 12 467 661 887 1097 1266 1445 1633 1831 16 242 367 493 636 797 974 1133 1260 17 200 _323_ 435 1 562 704 861 1 1033 1169 119 401 503 616 740 874 20 211 310 24 65 117 191 274 344 422 507 1 600 General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf ((bs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir #1 - 1500 psi So. Pine #1 - 1450 psi Weyerhaeuser FLOOR — 0% Increase (5-1/2" Width) Span Depth (in) (feat) 7.1/2 9 10.1/2 12 13.1/2 15 16-1/2 18 4 2190 2892 3750 4824 6205 8047 10626 14496 8 886 1105 1341 1597 1876 2180 2513 2880 12 405 573 769 952 1099 1254 1417 1589 16 179 314 427 551 691 845 982 1093 17 147 V87 260 376 486_ 610 746 895 1013 20 155 251 347 435 533 641 757 24 46 85 139 213 297 364 438 518 General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf ((bs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir #1 - 1500 psi So. Pine #1 - 1450 psi Weyerhaeuser Glulam Headers — J 1650 Series Description Weyerhaeuser Glulam Headers - 1650 Series are engineered to meet or exceed the design values of #1 solid sawn timbers and two-ply built-up dimension lumber used in header and short beam applications, They are manufactured with kiln -dried MSR lumber for maximum dimensional stability and won't warp, check, cup or twist. The 1650 Series Glulam Headers from Weyerhaeuser are manufactured in Cottage Grove, Oregon. Uses Weyerhaeuser Glulam Headers - 1650 Series are designed to fit a variety of residential applications: • Garage door headers • Patio door headers • Window headers • Entry door headers • Beams for applications up to 24' in length where appearance is not a requirement. Features Easy Installation - The 1650 Series Glulam Headers from Weyerhaeuser are manufactured with no camber; there is no top or bottom, allowing for fast, easy installation. Plus, their 3-1/2" and 5-1/2" width frames in easily with stud walls, eliminating the need for furring strips. No Checking, Cupping, Warping or Twisting - These glulams are engineered products with assured, predictable performance. The low moisture content of the MSR lumber used in Weyerhaeuser Glulam Headers results in components with maximum dimensional stability. Competitively Priced - Weyerhaeuser Glulam Headers - 1650 Series are competitively priced with conventional framing timbers, without wild fluctuations in price. No Cull - Glulams from Weyerhaeuser are guaranteed 100% usable, virtually eliminating callbacks. Code Approved - Each beam is clearly stamped with its code approvals (NER-267), and is certified by All C. Backed by Weyerhaeuser Company's product warranty. Weyerhaeuser Advanced Building Components Specifications Widths 3-1/2", 5-1/2" Depths _ 7-1/2" - 18" Lengths -- _ - Pre-cut in lengths of 17' and 24'. Other lengths available. Appearance Grade Moisture Content v - Species Bending Stress Stiffness Horizontal Shear — Compression (Bearing) Industrial (one face may be rough sawn). All laminations are kiln -dried to less than 16% before fabrication. Douglas Fir - Fb-= 1650 psi------ MOE = 1.8 x 106 170, = 110 psi FC, =...630 psi ------- All of our Glulam Beams are identified with the AITC quality inspection mark and accompanied by a Certificate of Conformance to the American National Standard ANSI/AITC A190.1. Structural Glued Laminated Timber. Weyerhaeuser's conformance to ANSI/AITC At 90.1 is your assurance of receiving a product of consistent high quality. Service Availability Weyerhaeuser Glulam Headers - 1650 Series are available at the Weyerhaeuser Customer Service Center near you, your stocking wholesaler, local building supply dealer, or retail lumber yard. For more information, write: J Weyerhaeuser Engineered Components Tacoma, WA 98477 or call 1-800-424-3401 (206) 924-3399 Weyerhaeuser SL 1682 12-89 / CERTIOFCONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. are marked with the collective mark of the American Institute of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of CHAPTER 25 OF THF: UNIFORM BUILDING CODE FOR GLUED LAMINATED TI AS MODIFIED BY, and that such manufacture has been at our plant in COTTAGE GROVE. OREGON-.' , which plant has a quality control system approved by the Inspection Bureau of the American Institute of Timber Construction and inspected periodically by such Bureau. JOB NAME: SrOC{ HEADERS JOB LOCATION: _ SACRAMEN'T'O, CALIFORNIA CUSTOMER'S ORDER NO. -- 4490 DATE 10116189�MFGR'S ORDER NO. 4600-1101 i n _IWTiAL - `I- SAI COMPANY —' 1 DIS TIMBER PRODUCfS • TITLE X• • SUREEZjSOR ADDRESS HIGHWAY 99 SDS DATE AITC HEREBY CER TIF/ES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said code and report(s), that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 11599 E AMERICAN INSTITUTE OF TIMBER CONSTRUCTION T) 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTIO-N NOTICE v2110, 1-7- �� A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date t' I' Inspector COUNTY OF BUTTE .F DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico _ Phone: 891-2751 7 County Center Drive, Oroville —Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 k CORRECTION NOTICE OWNER PERMIT NO. - A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this.office when correction of work is completed. If you have any question pertaining to this Otter, or need additional explanation, please contact this office immediately. ill „ ., e jP /I✓. , its f Date / �/ Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE R M A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date r�1"' _ /� �I/ Inspector `/ (•unol.l: No. E N E R G Y _C -E R T I F I C A T 1 O N 6287 Cumber land1 M9galia4 Ca. LOCATION A. P. No. DEScIl1PTIOU OF 1NS(IIAT1.0" ROOF Material _ Bran) Meme_ -- 1'Ijermal Reelatance (R Value) Thlcblese(lnchee)_____ —"" EXTERIOR WALL. , Hatdrial_ iblaell Fergss T__ Bran) Name Owta"ce( Val Titickness(lncl�ee) 312" l'I�eru►al Reeletance(R Value) R11 CEILING r„r.,t Batt or Blanket Type i.-i0erJlas�LS Brand Neme[jwPng T133n Thlckness(lnches)___gill '1'hennal Reststance(11 Value) R30 Looe* Fill Type I (I�ei'11�55.____� Brand Neme__(1wPnS_fnrnJnn Minimum Tblcknee@(Int-bee)_12 3/4�Nuwber of Bagel_ Wt. per beg 35 ---lb. Area covered(ft. ) — 112Q Thermal Resistance(R.Value) R30 FLOOR, ELEVATED Material Flberal s t3�1. S_ Th icknees(lnchee) 64" FLOOR. SIAB Material __ _ Y - Tit Lckness(tuchee) ATIOII YAI I Brand Name_ Owens-Corning _ 'dermal Reelstance(R Value) R19 _ Brand Name '1'lbermal Reeletance(R Value) FOU1E1 Brand Name 1{at�rlal Thlckiless(lncllee) Thermal Resistance(R Valua I hereby certify that the above Insulation was installed to the above bulldinS/ In eonforelallce witls tile State of callfornle Kn*rgy Requirements. Loerke Insulailun I:u,_. AMJ5111 r FIRll NW/OWNER STATE CONTRACTORIS LICENSE 110. n / ATOanuary 2, 1991 ,. STO TUBE OP INs'Lr�A1.11rff1_0N APPLICOR DATE I hereby certify the above inettlatton and all required items as al000n on the. Building Department approved plane and attachinents have been Installed a• required by the State of California Energy Requirements. All equipment. devices and materlale-are of the ystality prescribed or are specifically approved by the State of California. FIRM NAME OWNER (Please pi'lut) STATE CONTRACTORS LICENSE NO. 3I CHAT RE OP 5.IFRAI. C 1 A ;1'OR JUNNFR DATE THIS CERTIFICA'T'E mils -r BE ON FILE WITH THE RUILDINQ DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAL. AND A COPY SIIALL BE POS'T'ED WITNIN TILE 811II.9I.NO. In�a�ecy 1984 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 j� APPLICATION AND PERMIT PERMIT NO. 2109-90 / AISSESSOR PARCEL NUMBER 64-40-61 ZONING RTI BUILDING PERMIT OWNER DonnaLysle rnen TELEPHONE 072-8022 S0. FT. OCC. BUILDING VALUATION 1505 R 60,200 MAILING ADDRESS 6045 Supreme Ct. Paradise 95969 528 M 7,392 CONTRACTOR'S NAME Mike Rutledge TELEPHONE 872-2602 60 Oen x,800 CONTRACTOR'S MAILING ADDRESS 6341 Lucky John Rd. Paradise 95969 Fireplace A 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 7T, 392 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee A$ $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6286 Cumberland Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 11 2.00 Ma alfa Solar or heat pump water heatgq 20.00 LOT NO. 25 SUBDIVISION NAME P.P. Unit #5 PARCEL MAP �� �� Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF 9 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 - Building sewer 5.00 5.00 Mobile Home I S I G JW 10.00e TYPE OF WORK New ba Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 3BR _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 ' Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 9-5n I CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ) [ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. a License No. «/ Classification _� F] 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OC P. , OR ACDNS. ACC. BLDGS. 2h6sgft 90.50 NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) -SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES aAL030 2AL@30 EX. Occup. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bYirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a CertificateT of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating less 100,00 6.00 Cooling 22 6.00 Hood 1 3.00 3.00 Ventilation 1 3.001 3.00 Permit Fee $ 29.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives/of the CountyotCONST Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue unt against said Coin nseque of gr nting of this permit. X ,Date Z - 9 Signature of Applicant — Owner ❑ Ce. racto*rAgent EJwork An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 TYPE TOTAL FEE $ `LS E O HA2 CUA PARK SCHL ��f PA PD ISfy I SUE This permit is hereby issued under sions of the Butte County Code indicated above for which DI E OR OF PUBLIC BY PER IT EXPIRE Date the applicable provi- and/or resolutions to do fees have been paid. WORKS Dae 2 C� - [:io,nol eipt No. P. W., TELLO PINK -INSPECTOR, GOLDENROD -APPLICANT -uR '`*T, °7 'Q ;" '. i `' ; u'lj �+t '+`. ! `•'a+' AQW } ,}:j4]WO COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION f' 7 COUNTY CENTER DRIVE- ORQVIL�L�E, IFORNIA 95965 - TELEPHONE: 916/538-7541 X44 �• PERMIT APPLICATION DATA SHEET Permit No. � � t -r OWNER L•,,n.A. P. No. y'�,o –(o Proposed Building Use s– Building jnspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .............. ................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ..... Fees of $ ........................`�- gSan Chico Urban Area fees paid ....................................... Park fees paid .............. —mal rad �-�? School District fees paid .............. _ - itationapproval from G�Q^Qd %P Health Department 9 - y 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 1 Planning approval for (A) Use: (B) Parking: ...... 8. Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 0 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 04 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Telephone!W'79--260'7- and hold for pickup at _ead ffice. Other ,Applica Mail to contractor. _Deliver w./inspector Date —ZS= 6 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept." Fire Dept. Other Date By The following data must be submitted prior tor iss nce: Circle new item 1. Index permit for above items No.,—'*- - l I 2. Additional items required: checked above). / ,-P�-� 7- Z�f-9Q Contractor, designer, owner, was advised of above required data by_phone__jnaiI—counter by ..date Contractor, designer, owner, was advised of above required data by_phone —mai I—counter by date Plans checked by Date Plans approved by aA= Date Z� Sets of plans on hold in File cabinet AP folder Copy—DPW. TO yc/ Buildinc Department FROM: Environmental Health SUBJECT: Sanitation Clearance TS -" Owner Location AP# Plan Approved for: Sewage Disposal Water Supply Bold final for: Water Supply Final clearance O.K.-for: Water Supply Clearance for bedroom mobi3'e home. Other NOTE *** �— - Date Sanitarian TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance /ll /, e- f , J e� �/ t a �z 8� �vn� 6 � k. G A owner location Driveway permit si ature AP # has been issued for the above property. a date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER - 6c -6,10 _ 6 ZONING e BUILDING PERMIT OWNER nA T, / / Ys /eOR'Sn TELEPHONE 7 - O� Z -SO. FT. OCC. BUILDING VALUATION �Sd S' Q�© V WNEMAI ING ALD• RESS 5S- — Su roti-, e T Gr4di %is69 - 3 q Z CONTRACTOR'S NAME TELEPHONE 36o 06—ti l o CONTRACTOR'S MAILING AODRE c C n r Fireplace 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 03 9?_ Fee $ 10,00 LENDER'S MAILING ADDRESSFiling Permit Fee $ 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ?0 C Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS (� X � ✓I Permit fee $ G �— PLUMBING PERMIT Filing Fee 10.00 Each Trap // 2.00 ZZ Solar or heat pump water heater 20.00 LOT NO. S SUBDIVISION NAME 2 ZE , r PARCE MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFS, Duplex❑ Mobilehome❑ Other IBuilding SPECIFY Gas piping system 1 - 5 outlets 5.00 sewer 5.00 s-- Mobile Home S I G I W 10.00e TYPE OF WORK New Addition[] Remodel[:] Utilities[] Installation❑ Other ❑ Describe work: _ �-/3eol Permit Fee $ a/2 00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service foo AMP ORSLESS 10.00 Yo 0_�a Main service EA. ADD'L 100 AMP 2.50 'Z O CONTRACTORS LICENSE LAW I declare under enalt of perjury check one penalty p 1 y ( )• ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license IS In full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC UP.e 1/4s f= OR ADONS. ACC. SLOGS. ILbJ qft NEW CONSTR. ULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRCUITS) POWER APPARATUS e SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 200800 30gt FIXED❑ LNS Ex. Occup. OUTLETS APP(RESID )REA.) 1 2.00 Temporary service 10.00 O ob Home Facilities 15.00 Mobile Ho- Misc. g 15.00 Permit Fee $ -2.3 00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I.have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g r Hood / 3.00 Ventilation J 0-0 3 .°_-- Permit Fee $ 12 q Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ o oce CONST TYPE (� ,) TOTAL FEE $ /i2 X HAz CUA PARK SCHL I FLO I PAR I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. (662 D WHITE-O.P_W.. YELLOW -ASSESSOR. PINK -INSPECTOR, Gpl.,DENROO-APPLICANT CY jC E -1 F I CATE _ C E , l`���UNDERS/ .• Y.� ::. ,:.,. UNDERSIGNED MANUFACTURER HEREB Y that,the products identified below and on attached sheets Nos. ,., CERT/F/ES. +� with' the collective mark of the American Institute of Timber Construction are marked manufactured in accordance with the manufacturing and fabricating. provisions of j. on (RITC) and ,are • CHAPTER 25 ,� . 46 NIJDIFIEp BY .,and that such manufacture has been at our plant in plant has 8 CY7PTA(,F' nnnTsr. RFX <; aT quality control system approved by the Inspection Bureau of the "Of Timber Construction and inspected periodically by such Bureau. which American Institute. JOB Nl1MEl STOCK MADERS ' s .. JOB LOCATION: CUSTOMER'S ORDERNO. QQC e GATE .D41Fi4Rq r •—�--�--�..MFGR'80RDER NO. SIGN A W�''iERfiAE' USER C�IMPANY COMPANY LAMINATED TIMBER PRODUCTS TITLE . . s 4 S�v;�R ADDRESS HIGMy 99 SOLTI'fI,_' L x,s DATE — /� L��( A/TC , HEREBY CERT/PIES aid ` "the AMERICAN INSTITUTE OF TIMBER. CONSTRUCTIONcompany at its said plant is licensed b� F: ihat the s ' respect of products which comply with applicable provisions of said code and r y'r t adequacy of the quality control system in effect at said plant is use the AITC Collective Mark in ' `the Inspection. Bureau of the AMERICAN INSTITUTE OF TIME report(s), that the periodically inspected and verified b {' I the judgment +of AITC said company is capable of com I In with Capplicable CmaOufaand that, in 7 a f5, i.t r j f 3s testing provisions of said code and report(s) in respect of�products manufacture r formance with the said code and report,(�S) in respect of any specific o manufacturing and d at saidplan vA responsibi11t of the manufacturer; Ac'ITC's certificate hereundert, Con-"".. y:.'4' ;'r:."•r'; y' r particular product is the sole qualified 'to produce a product meeting -the said code and re being that the said company Is •,:; . ;',..y �) ,u inspected and verified by the AITC Inspection Bureau, p t(s) and that its plant is periodically z AITC Cerlificale No. 11599 E i AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,-` . Glulam Headers — J 1650 Series Description Weyerhaeuser Glulam Headers - 1650 Series are engineered to meet or exceed the design values of N 1 solid sawn timbers and two-ply built-up dimension lumber used in header and short beam applications. They are manufactured with kiln -dried MSR lumber for maximum dimensional stability and won't warp, check, cup or twist. The 1650 Series Glulam Headers from Weyerhaeuser are manufactured in Cottage Grove, Oregon. Uses Weyerhaeuser Glulam Headers - 1650 Series are designed to fit a variety of residential applications: • Garage door headers • Patio door headers • Window headers • Entry door headers • Beams for applications up to 24' in length where appearance is not a requirement. Features Easy Installation - The 1650 Series Glulam Headers from Weyerhaeuser are manufactured with no camber; there is no top or bottom, allowing for fast, easy installation. Plus, their 3-1/2" and 5-1/2" width frames in easily with stud walls, eliminating the need for furring strips. No Checking, Cupping, Warping or Twisting - These glulams are engineered products with assured, predictable performance. The low moisture content -of the MSR lumber used in Weyerhaeuser Glulam Headers results in components with maximum dimensional stability. Competitively Priced - Weyerhaeuser Glulam Headers - 1650 Series are competitively priced with conventional framing timbers, without wild fluctuations in price. No Cull - Glulams from Weyerhaeuser are guaranteed 100% usable, virtually eliminating callbacks. Code Approved - Each beam is clearly stamped with its code approvals (NER-267), and is certified by AITC. Backed by Weyerhaeuser Company's product warranty. Weyerhaeuser Advanced Building Components Specifications Widths 3-1/2", 5-1/2" Depths 7-1/2" - 18" Lengths Pre-cut in lengths of 17' and 24'. Other lengths available. Appearance Grade Industrial (one face may be rough sawn) Moisture Content All laminations are kiln -dried to less than 16% before fabrication. Species Douglas Fir — Bending Stress F,, = 1650 psi Stiffness MOE = 1.8 x 1011 Horizontal Shear F�= 110 psi Compression (Bearing) F,,, = 630 psi All of our Glulam Beams are identified with the AITC quality inspection mark and accompanied by a Certificate of Conformance to the American National Standard ANSI/AITC A190.1. Structural Glued Laminated Timber. Weyerhaeuser's conformance to ANSI/AITC A190.1 is your assurance of receiving a product of consistent high quality. Service Availability Weyerhaeuser Glulam Headers - 1650 Series are available at We Weyerhaeuser Customer Service Center near you, your stocking wholesaler, local building supply dealer, or retail lumber yard. For more information, write: Weyerhaeuser Engineered Components Tacoma, WA 98477 or call 1-800-424-3401 (206) 924-3399 Weyerhaeuser SL 1682 12-89 Weyerhaeuser Advanced Building Components Glulam Headers - 1650 Series Section Properties nenth lint Width 3-1/2" 7-1/2 9 10.1/2 12 13-1/2 15 16-1/2 18 EI (x 100 million Ib -iii') 2.21 3.83 6,08 9.07 12.9 17.7 23.6 30.6 Moment Capacity (ft -lbs) 4512 6497 8843 11550 17811.. .18500 22623 27185 Shear Capacity (It -lbs) 2888 -1-112 3472 4050 4628 5207 5788 6364 6942 Minimum Bearing (in) 919 1-1/2 1-1/2 1-1/'2 1-112 3 3 3 Width 5-1/2" 7.1/2 9 10.1/2 12 13.1/2 1s 16.1/2 18 EI (x 100 million Ib -in') 3.48 6.01 9.55 14.3 20.3 27.8 37.1 48.1 Moment Capacity (ft -lbs) 7090 10200 13896 18150 23274 29071 35551 42719 Shear Capacity (It -lbs) 4546 5455 6364 7273 8182 9092 10000 10909 Minimum Bearing (in) 1-1/2. 1-1/2 11/2 1.1/2 I.1/2 3 3 3 Maximum Uniform Load (PLF) Conversion Tables Convert from ROOF -15% Increase (3-1/2" Width) Span Depth (in) (feet) 7-1/2 9 10.1/2 12 13-1/2 15 16.1/2 18 4 1604 2118 2746 3532 4543 5891 7778 10611 8 650 810 983 1170 1375 1597 1841 2110 12 297 421 564 698 806 919 1039 1165 16 154 233 314 405 507 620 721 802 17 127 206 277 357 448 .,. . 548 ... 657 ... . 744 20 76 134 197 255 320 392 471 556 24 41 74 121 174 219 268 323 382 Conversion Tables Convert from FLOOR - 0% Increase (3-1/2" Width) Span Depth (in) (feet) 7-1/2 1 9 1 10-1/2 12 13-1/2 15 16.1/2 18 4 1394 1840 2387 3070 3949 5121 6762 9225 8 564 703 853 1016 1194 1387 1599 1833 12 258 365 490 606 699 798 902 1011 16 114 200 271 351 439 538 625 695 17 94 165 239 310 388 475 570 645 20 55 99 160 221 277 339 408 482 24 29 54 89 136 189 232 279 330 Conversion Tables Convert from Replace with Weyerhaeuser #1 Timbers Glulam Headers -1650 Series 4 x 10 _-_ ... 3-1/2" x 9" 4 x 12 3-1/2" x 12' _ 4 it 14 _ - ---- -- - - -- -... 3-1/2' x 13-1/2' 4 x 16 3.1 /2" x 15' . 6 x8 5-1/2'x7-1/2" 6X 10 5-1 /2" x 9' 6 x 12 5-1/2' x 10-1/2" 6x 14 5.1/2' x 13.1/2' 6x 16 5-1/2" x 15" Convert from Two -Ply 1021 Built -Up Dimension Replace with Weyerhaeuser Lumber Headers Glulam Headers -1650 Series 2 x 6 3-1/2' x 7-1/2" 2 x 8 3.1/2' x 7.1/2' 2x10 3-1/2"x9' 2 x 12 3-1/2' x 10-1/2' SL 1682 12-89 General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf (lbs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir ft 1 - 1500 psi So. Pine N1 - 1450 psi Weyerhaeuser ROOF -15% Increase 5-1/2" Width Span Depth (in) (lest) 7.1/2 9 10.1/2 12 13-1/2 15 16.1/2 18 4 2520 3328 4315 5550 7138 9257 12223 16674 8 1021 1272 1544 1839 2160 2510 2893 3316 12 467 -242 661 887 1097 1266 1445 1633 1831 16 179. 367 _ 493 .. 636 ...__.._..._ --797 ........ ... ....• 974 -1133_ -1260 17 200 323 435 562 704 - - 861 -- - 1033 -- - 1169 20 119 211 310 401 503 616 740 874 24 65 117 191 274 344 422 507 600 General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf (lbs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir ft 1 - 1500 psi So. Pine N1 - 1450 psi Weyerhaeuser FLOOR - 0% Increase (5-1/2" Width) Span Depth (in) (feet) 7-1/2 9 1 10.1/2 1 12 13.1/2 15 16.1/2 18 4 2190 2892 3750 4824 6205 8047. 10626 14496 8 886 1105 1341 1597 1876 2180 2513 2880 12 405 573 769 952 1099 1254 1417 1589 16 179. 314 427 551 691 845 982 1093 17 147 260 376 486 610 746 895 .1013 TO 87 155 251 347 435 533 641 757 24 46 85 139 _,... 213 - 297 -- -- 364 -- 438__I_5'_1"8_1 --.- General Notes: 1. These tables apply to Weyerhaeuser Glulam Headers - 1650 Series only for straight, simple span applications under dry use service conditions. 2. Load values are for applied loading in plf. Beam weight of 35 pcf (lbs/cu ft) is already accounted for and need not be considered. 3. Deflection limits: roof applications = U180 for total load; floor applications = U240 for total load. Glulams used in floor applications should also be checked for U360 deflection limits for live load if live load is greater than 2x the dead load. 4. Shaded areas in load tables indicate pre-cut lengths of 17' and 24'. 5. Selected lumber section design bending stresses used were: Doug Fir ft 1 - 1500 psi So. Pine N1 - 1450 psi Weyerhaeuser . .. .. ... �:... o<r•- a .. n °� •,�j.- r.,.�: _ : - .,.- .. .rte ,�.c-.. -., -, -.: . „ .. BUTTE COUNTY SCHOOLS "DEVELOPMENT FEE CERTIFICATION FORM (One Form per.Building) A.P. Number 441--J-10 -to �' -Buil . ding Department No. School District POIL d 5&t City D County Jurisdiction Property Owner k e r 7 r N Project Location/Address 0�A M 6r to Of Subdivision Lot Number s" Residential Development: a Sq. Footage /,; C) -S of Living MHI Addition (Group R) Units Commercial/Industrial: 0 Sq. Footage a New Addition (Including Exterior Roofed -Areas) .Buildirfg Department Representative Date (Floor Plans reviewed by School District Personnel) District d No. School District certifies that a6 a� s (Applicant am . Q (Phone Number) l (Street Address) 6— (City) (State) (,Zip Co e) has complied with the 'requirements of Resolution No. by the payment of $ r representing square feet. JJ_ ZQ Sc o01 District Representative Date PAID BY CHECK NO. , REMARKS: BANK NO PAID BY CASH 17 white -applicant, yellow -building, department, pink -school district SCHOOL.FEE 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F.,-DUPLEX & MISC. ONLY.) Bldg. Permit # C.21 e? - 9e OWNER on ^, , A.P. # GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. !k" Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. • Other buildings or structures. • Grading, fills, drainage. • Flood hazard. pecial conditions on creation map or compliance document. FAU & FAS road setback. FLOOR PLAN :Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). ---Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. f. Garage firewall, door size, and closer (Sec. 503(d)(3)). e. 1 - 3'0" exterior exit door (Sec. 3304(e)). . Fireplace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). ` STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). ,'Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. — Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. --Noise requirements on duplexes. Adobe soils - special foundation design. — Retaining walls requiring design. '—tJnusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. N.CLurn to DPW Ahl<11:UL1UKt►L J1�►1Lrusi�l 'ail' Nl I��IV1vLG1/ul:�ua�.l FOR RESIDENTIAL DEVELOPMENT 90-29 9 2 `. Section 26-8.1. of the Butte County Code requil es this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 90-029192 Rec Fee 4Check 7.00 ! 7.00 to land or included within an area zoned for agricultural purposes, and residents Recorded Records of this property may be- subject to incon- Official veniences or discomfort arising from the I County of use of agricultural chemicals, including, i Butte Grubbs but not limited to herbicides, pesticides, Candace . and fertilizers; and from the pursuit ec , 11 -Jul -90 �T CD 2 of agricultural operations including, ! 1:30pm but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a. priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, .State of California, described as follows: Date: 7/10 q PROPERTY OWNERS: State of r ) On this the /� day of 19� _, before me, SS. the undersigned Notary Public, rso y appeared County of �) ®�®es®.a®0o®®ao®0�eecsa DO,wA,L^ Dpwo 0 p 'M N0TAR7FLi �b :o o 31!C{ AL!f0(!N!q ° n'YGan'ssron s J SePt.24, 1993«5 �esacaeaaa�Mp®mca®paMaaae Di Present A.P. No. [] Personally known to me. ® Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public EXHIBIT "A" 9.0-29 1 9 2 ALL THAT CERTAIN LAND SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I' LOT 25, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 511, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 20, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 88, 89, 90 AND 91. CERTIFICATE OF .CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK 1648, PAGE 2, OFFICIAL RECORDS. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. PARCEL II• A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, AND D (THE COMMON AREA) OF SAID PARADISE PINES UNIT 5 FOR INGRESS, EGRESS AND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS. END OF DOCUMENT u pri GO LONGFELLOW LUMBER CO., INC. 89 LOREN AVE. - CHICO, CA 95928 TRUSS (916) 893-0112` PROPOSAL. FAX (916) 893-0140 - `. NAME do -r -/`M \/hlK2 BILLING ADDRESS STREET DATE '77/9-92 DEL. ADDRESS ;�" JOB PHONE JOB NAME ENG: ORDER —E-- MAIL ❑ BLDG. DEPT. ❑ CITY PHONE 8/72- ZIoDZ PROJECT A.P. # 44 -MO fo/ LOADING CSI =/S'� PITCH TCLL TCDL BCLL BCDL All, 30 1%— o S DATE '77/9-92 DEL. ADDRESS ;�" JOB PHONE JOB NAME ENG: ORDER —E-- MAIL ❑ BLDG. DEPT. ❑ 1) 1 AGREE THAT I THE PURCHASER, TAKE FULL RESPONSIBILITY FOR ALL QUANTITIES AND DIMENSIONS OF TRUSS'S LISTED ABOVE. 2) TRUSSES ARE NOT RETURNABLE FOR CREDIT. BLOCKS. HANGERS PURCHASER'S BID ACCEPTANCE SUB TOTAL I 165-6-1111-1 TAX TOTAL DESCRIPTION 4' -•'i'••at:•o-1 i'!s s.. 1 Y•1, �11;� � : � �"i•v `r�'�__f Pte\ � rV � i A.y°�16.ela,ty[ I► ��. 1 alo :1',• ,� ��..• Vii....• +1l1; • . u\ :1 �r �.�,1111 ion i �1�. �� ��..+N,•y��_ car: 1 �.:r: +. +•11 =1Y� b ®®�®® � r .e 1 [. .o ori:' � "1-• .n_'-. 1-`1 •.x'11/I IG '1.• 1•. U1!.. �.•,- ��®••1..111 • ®® r.r�.i11'[�Tli 1. - nom.. .. '•11 ji=1 rvl . .• �p�i. �- .nom". �. . �• >in i'li v.� �•[,�YI, 11't •, a ri..1i_C' =/ -' 1.=%�; _ 1 .� ul. �• .Z'. - ►0 ■-®®-- 1) 1 AGREE THAT I THE PURCHASER, TAKE FULL RESPONSIBILITY FOR ALL QUANTITIES AND DIMENSIONS OF TRUSS'S LISTED ABOVE. 2) TRUSSES ARE NOT RETURNABLE FOR CREDIT. BLOCKS. HANGERS PURCHASER'S BID ACCEPTANCE SUB TOTAL I 165-6-1111-1 TAX TOTAL G PROPOSAL TERMS AND CONDITIONS - 1. Billing occurs at the end of each month. Payment terms are net due by 10th. If account is not' paid on or before the end of month following purchase a• FINANCE CHARGE will be levied at the rate of 11/2% per month and the ac- count may be closed. 2. Delivery of manufactured products may not be delayed beyond .30 days of original delivery date. Any delays beyond this time will result in a storage charge of 1'/a% per month. 3. Twenty-four (24) hours notice must be given to rescheduie a scheduled delivery date. Failure to comply will result in a $25.00 additional delivery fee. 4. Delivery with the aid of the contractor is plateline if accessible at driver's discretion: 5. An additional delivery pee of $50.00 will be assessed if driver has to drop trailer to get to job site, unless notified at time of bid. 6. Truck rental and supplemental deliveries are at the rate of $50.00/hour, 1 hour minimum. pl-.6,fte VJfiW#jpQ9wAw ORWAk' CALIFORNIA PRELIMINARY NOTICE YOUR ATTENTION IS DIRECTED TO SECTIONS 0097 009 RAND 01st CALIFORNIA CIVIL CODE WHICH REQUIRES US TO NOTIFY YOU "THAT IF BILLS ARE NOT PAID IN FULL FOR LABOR SERVICES, E(SUIPM:NT OR MATERIALS FURNISHED OR TO BE FURNISHED THE IMPROVEp PROPERTY (WHICH IS DESCRIBED HEREON) MAY BE SUBJECT TO MECHANICS' LIENS". (THIS STATEIMENT IS APPLICABLE Td PRIVATE WORK ONLY.) 1111S IS NOT A URN. THIS IS NOTA REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. 1 YOU ARL HEREBY NOTIFIED: DATE 111AT THE UNDERSIGNED HAS FURNISHED OR WILL FURNISH LABOR, SERVICES, EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION: ;I—tj5 O'►R7N OF MATIRIALB. LAFR MRVI011 OR 10UIFMINI FY 1111101 'LONGFELLOW LUM136Fi Co.. a9 Lord Ave. ' , APA Chicxl, CA 05920 (9 16) fig 1.0112 f NOD - r OF mumo1N0. OIRWIURI. WORK OI IM►FIOV/MINI► +�IQTY) 11TAIG 10F1 J THE NAME AND ADDRESS OF THE PERSON WHO QONTRACTED FOR THE PURCHASE OF SUCH LABOR, SERVICE, EQUIPMENT OR MATERIAL IS i NOTICE tHSTR,.,. TO CONSTRUCTION LENDER ONLY UMIGN ESTIMATED TOTAL PRICE OF THE LABOR, SpRVICES, n EQUIPMENT OR MATERIALS DESCRIBED HE EON. OER j;•a O1NNI11;' •,� REPUTED OWNIR Certificate of Compliance: Residential - Climate Zone I1 ProjectTltle j*/- /t.0 / Building Permit M Project Address A-,5 j' Z- Checiced a B y / Date Documentation Author Telephone Enforcerne t Agency Use Only Glass BUILDING DATA 101—ass /�� %North _ a. a Conditioned Floor Area 150 Number of Stories East y 7• Slab sed Floor Number of .Units �_ South 6 G [ Ingle Family Detached ( [ ] Addition Alone Skylight West � 0 [ ] Single Family Attached (SFA) [ ] Existing Building Total T // 7 [ ] Mulct -Family (M) [ ] Existing -Plus -Addition _LGA? B UELD LNG SHELL IIgSULATION Component Insulation Localior3/Cpmmernts Type R -Value (Attie, to garage, =ia-1, etc.) Wall .............. --�—= Wall .............. Roof ............. Roof .............�T Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (Tolley blind, etc.) (shadescreen, etc.) (yes/no) (Metal/wood) North No r -,h - ( ) East East ( ) South ( )_ South ( ) West ( )_ West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Nii,-. mum Duct Type (furnace, Air .. Efficiency Location Duct Output Manufacturer./ Model # conditioner, hest pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) or at)roved al) P G � -adec d l yqd�� a 3 /3 Fr•� f k2al-1*1 5LIL&L Maximum Furnace Heating Output: Btilh - w`G. HOT WATER SYSTEMS Tank Manufacturer/Model# Svstem Tvoe (storage gas, etc.) Capacity (or approved equal) Soecial F s) nor SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) �p Q :A Mandatory Measures Checklist: Residential MF -1R NOTE. Lowrise residential buildings subject to the Standards must contain these mcaaun regardlasu Of the compiian¢ h. --A Items marked with an asterssk (•) may be supo=ded by more suingrnt eompliane repuuenwlts lined on the CutiGcye of Compliwwz- when this checklist u incorporated into the permit documentsthe features n04e4 slut be considered by all panics as binding minimum component perfonnarrc s9mfrutiau for the mandatory measures whetter they are shown elsewhere in the documents or on this chocklia only. DESCRIPTION Building Envelope Measures " • 12.5352(a): Minimum ceiling insulation R•19 wceigMed avenge. 12.5352(bt Loose full insulation manufaauru•s labeled R-Vahht • 1b5352(c): Minimum wall insulation in Earned walls R -I I weighted average (does not apply to exterior mass walls)- . . R -5352(X}. Stab edge insulation - water absorption rate no plata than 03%. water vapor transmission rate no greater than 2.0 pcnn(tnch- >j2.5311: Insulation specified a installed meeet California Energy Commission (CEQ Quality standards. Indicate type and forth. nly1242.5352(0: Vapor barriers mandatory in CLnnte Zones 14 and 16 only.- 12-5317: -5317: Infdaation/E:filaationControls a. Doors and windows between conditiweL and unconditioned spaces designed to limit air Irakage- b. Doors and windows certified G Doors and windows wcat+cr=ppcd: all joints and pcnca-ations sulked and soled 12.5352(c): Special infiltration barrier installed to comply with 12-5351 meeu CEC quality st,- 12-5352(d): installation of Fucplacrs I. Masonry and factory -built fireplaces have a, Tight -fining. closeable metal or glass door b- Outside au intake with damper and control c Flue damper and control 2. No continuous burning gas pilau allowed. HVAC and Plumbing System Measures 12.5352(g) and 2.5303: space conditioning equipment sizing: attach eakxil onns 12-5352(h) and 2-5315: Setback thermostat on ala applicable Mating systrsm • 12.5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. 12-5316(b)r Exhaust systems have damper controls. 12.5314(c): Gu -fired space heating equipment has intermittent ignition devices. 12-5314: HVAC cgWp=nt, water hcatas, showenccads and faucets certified by the CFC. 12-53520: rata heater insulation btvhkct (R-12 or greater) or combined interiorkaterior u insulation (R=16 or grcatcr): fust 5 feet of pipes closest to tank insulated (R-3 or grater) - 12.53 t2(Eacepdon 1): Pipe insulation on steam and strarn condensate return At recirculating piping- 17-5319(dr Swimming Pool Nesting 1. system has: L ONoff switch on heater. b. weatherproof insmiccion plate on heater. c Plumbed to allow for solar. 2.15 percent thermal efficiency. 3. Pool cover. 4• Time clock. 5. Directional vrtter inlet. Lighting and Appliance Measures h 12.53520: Lighting - 25 lumens/vrett or greater for general lighting in kitchens and bathrooms. 12.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12-5314(x): Refrigerators. refrigerator-frc:=rs- fte¢us tad fluorescent lamp ballasu certified by the CFC. Indicate make and model number. . DESIGNER I WFORCEMENi COMPLIANCE STATEMENT This certificste of compliance lists t13e building features and performance specification needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter; 2. Subchtpptet4. Article 1 of the t..aliforrlia Administrative code. This certificate has bean signed by the individual with ovaall design resper sibility and the building owner. who shall retain a copy of it and transmit six certificate to say subsequent purrilaser of the building. p�grrer / / Building Owner Name;/C'��z'�/ AJlle`_'44--00 Name T � TitklFirrtt: Address: Tc nc Tckphonc I (si6rmatttre) (date) (signature) (date) Documentation Author Enforcement Agency Name Name: 71Lk/Furn: AtmwY Address: Tckpsone .1. Ceiling Insulation •:;:-'.. 5.1 ntiltration (Air'Leakage) .::.. Interior R -value Number of stories One Two Three _:.. D0^ Points - R-0 -103 -49 32 Two Three Smrtdard -8 0 -1 R-19 -8 -4 -2 0 •0 lest 0.3 -7 -4 -2 0 R-30 -2 -1 -1 . 3 -1 1 1 2--- 0.7 -5 R38 0 0 0 -5 -1 0 2 3 3 1.1 ' U -value -1 1 3 4 4 6. Glass Heat Loss -3 0 2 3 4 0.50 -176 -84 -54 Total 5 10 U•value 2 .4 5 0•�o -102 -49 32 Percent .51 to .41 to .31 to 0.30 or 0.10 -26 -13 -8 Glass Single Double .60 .50 .40 less US -18 -9 -6. 50 -121 -53 -39 -24 -10 4 11 -11 -2 -j 40 -90 37 -26 -14 3 8 0,044 O.C4 4 2 1 35' -75 -29 -19 -9 1 10 0.02 9 10 12 5 3 . 30 -61 -21 -13 -4 4 12 0.00 6 10 11 13 14 29 -58 -20 A 2 3- 5 • 12 14 I15 7 10 12 13 • 28 -55 -18 -10 -2 5 13 Single- Singfe- 0 0 Wal! 27 -52 -17 -9 -2 6 13 2, Wall Insulation Detached Attached Family 26 -49 -15 • -8 -1 7 14 0.20 Single Single- 1 25 24 -46 -14 -7 -43 -12 -5 0 1 7 8 14 14 R -value Fil Detached Family Attached MuIC- Family - 23 -40 -11 -4 2 8 15 5. . 1.00 15 22 37 -9 3 3 9 15 R-0 -68 -51 -34 21 34 -7 -2 4 10 15 R-11 0 0 0 20 31 -6 0 5 10 16 R-13 2 2 1 19 -29 -4 1 6 11 16 R-19 8 6 4 18 -26 3 2 7 12 16 U value 32 (assumes duets In attic) ' -Family Detached 17 -23 -1 3 8 12 17 4.9 Water -25 or .24 to -14 to -4 to +6 to 16 or 16 -20 0 4 9 13 17 0.80 -153 -114 -76 15 -17 1 6 10 14 17 0.50 -91 -68 -46 14 -14 3 7 10 14 18 0.30 -47 +' -36 -24 13 -12 4 8 11 15 18 0.10 0 0 0 12 -9 6 9 12 15 19 0.08 4 3 2 11 -6 7 10 13 16 19 0.06 9 7 5 10 3 9 11 14 17 19 0.04 14 11 7 9 -1 10 13 15 ' 17 20 0.02 19 14 10 8 2 12 14 16: 18 20 0.00 24 18 12 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 ° 3. Raised Floor Insulation 19 7. Shading (Shade Open) A Zonal Control Adjustment Solar Insulation in Floor 4 3 --Effectire Percent Clan 10 9 7 6 4 3 t Number of stories -4 _ 6 5 4 3 (percent &Lass x SC) 2 units) R -value One Two Three (sp 2.8 - --- - - R-0 R-11 -17 3 -8 .2 .5 .1 ERec ive % Glass ' North East South West Skylight R-19 0 0 0 18 5 1. 4 1 na R-30 3 1 1 16 4 2 5 1 na U-vaiue 3 ' HP HWR 14 12 4 2 3 3 5 5 1 2 na _ na' --.0.60 -144 -70 -46 11 3 3 5 2 na 0.50 -120 -58 38 10 2 3 5 2 1 0.40 -95 -46 30 9 2 3 5 2 2 0.30 -69 34 -22 8 2 3 5 2 2 0.20 -3 -21 -14 . 7 1 3 4 2 2• 0.10 -17 -8 -5 6 1 3 4 2 3 0.08 -11 -6 -4 5 1 2 4 2 3 ' -0.06 -6 -3 -2 4 0 •2 3 1 3 O.C4 -1 0 0' 3 0 1 2 1 3 .0.02 d 2 1 2 0 0' 1 0 3 0.00 10 5 3 1 -1 -1 -1 -1 2 • 14 4.1 4.3 0 -1 .2 -4 -2 0 Controlled Ventilation Crawlspace na not allowed 64 66 68 95% 1.6 Number of stories 2 22 Z5 - - Z9 3.1 R-vaiue One Two Three 4.1 4.3 4.6, 4.8 5 R-0 -11 -7 -5 $" Shading (Shade Closed) 6.2 R-5 .4 -4 3 ' 1.7 19 Zt' 2.3 2.5 R-11 -2 -2 -2 3.6 Errective Peremt Glass 4 R-19 -1 .2 -2 LI (Percent &M x SC) 53 4. Slab Edge Insulation 6A 6.1 8.3 6.5 6.7 7 105% 1.8 2 %Gtau NoM Esst South West My** 3 13 Number of Stories 3.7 3.9 4.1 4.3 4S .4.7 R -value One Two Three 18 -14 -48 -69 -64 na 68 7 Iio% 1.9 16 -12 -42 -59 -55 na ' R-0 0 0 0 14 -10 -35 -50 -46 na R-5 8 5 5 2 12 -8 _29 -40 -37 na R-7 8 115% 3 11 -7 -26 36 -33 na F2 fac: r 3.4 3.6 3.8 10 -6 -23 31 -29 -74 X0.903 5.3 5.5 S.7 9 -5 -20 -27 -25 -65 7 .' 72 120% .1 1 8 -5 -17 -123 -21. -56 0.80 -1 1 3.7 3.9 7 -4 -14 -19 -18 .47 0.70 5.4 2 2 1 6 3 -11 -15 -14 38 ' 0.60 6 125% Z 5 .2 -9 -11 -10 -30 0.50 9 9 6 6 3 4 -i -6 -8 -7 .23 0.x.0 53 5.7 4 3 0 -4 -5 ' -4 -16 7.2 74 _ -- 2 1 -1 .2 -1 -9 -4 0' 2 3 4 3 9. Interior Thermal Mass -: •:;:-'.. .: y Interior Slab Floor - Raised Floor _:.. Mass Stones .. Swiss - (assumes ducts /CFA One Two Three One . Two Three 0.0 -8 -5 ... -4 ... -2 -1 .1 0.1 -8 -5 :.. 3 -1 0 •0 lest 0.3 -7 -4 -2 0 1 :' ' 1 0.5 -6 3 -1 1 1 2--- 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 15 -3 1 2 4 5 5 10 -1 2 .4 5 6 7 25 0 3 5 7 .7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 it 5.0 4 7 9 11 12 12 5.5 5 8 9 11. 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 ; 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 I15 7 10 12 13 • 14 15 10. Exterior Wall Thermal Mass - Exterior Single- Singfe- 0 0 Wal! 8.0 Family Family Multi 5 Mass 3 Detached Attached Family 0.00 ' 9 0 0 0 10.0 0.20 19 16 3 2 1 7 0.40 26 5 4 3. 12 0.60 12.0 8 6 4 18 0.80 9 10 8 5. . 1.00 15 13 10 7 ; 1.20 0.8 13 12 8 6 1.40 3 12 13 9 , 1.60 Z9 10 13 13 15 1.80 One 10 12 12 3 200 -2c 10 11 13 3 .; 2 2 2 1 0.9 1.1 11. Heating System 1.6 1.8 2 22 SE or HSPF Z5 Z8 3 32 (assumes duets In attic) ' -Family Detached and Attached 4.1 Sum of 1-6 i Unit Size (SQ 4.9 Water -25 or .24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 . +5 +15 more ' 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 Type 3 3 3 2 2 1 0.80 7.33 8 - 7 6 5 4 3 0.85 7.79 13 11 -'10 8 7 5 0.90 8.25 17 15 13 11 9 .7 0.95 8.71 20 18 ' 15 13 11 8 WSB 5 3 Effective SE or HSPF 2 2' (SE or HSPF x duct eAicieney) ' '- Effectine -25 or -24 to -14 la :4 to +610 16 or SE HSPF less -15 3 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 .34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 550 5 5 4 3 3 2 i 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 -11 A Zonal Control Adjustment Solar System Type 4 3 Resistance 10 9 7 6 4 3 t Otter -4 _ 6 5 4 3 2 2 12. Cooling Syst•*m SEER (assumes ducts In attic) Interior MarslCFA Sim of 7-10 -25 or -24 to 4410 -410 +610 16 or SEER lest -15 1.6 +5 +15 more 8.0 -14 -12 -10 3 -6 -4 8.5 -9 -7 -6 -5 -4 3 . 8.9 -5 -4 .4 -3 -2 -2 9.0 -4 3 '.3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =- 12.0 15 13 11 9 7 5 13.0 - 20 -17 14 12 _ 9 6 Etfedlve SEER (SEER xduct eMcienc7) 0% Stm of 7-10 ' 10%' 1S%, Effective -25 or -24 to -1410 -410 +6 io 16 or SEER less -15. S +5 +15 more 5.0 30 .25 .21 •17 -13 -9 . 6.0 -12 -11 -9 -7 3 -4 6.6 -5 -4 -4 3 _2 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 ' 9 7 5 ' 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 20% Zonal Control Adjustment 0.6 0.8 10 8 7 6 4 3 i No Cooling System Installed - ==Slnries Z9 3.1 13 15 . One -5 -4 -4 3 -2 -2c Two +. 3 3 .; 2 2 2 1 0.9 1.1 J 1.6 1.8 2 22 Z4 Z5 Z8 3 32 Single -Family Detached and Attached 4.1 4.3 i Unit Size (SQ 4.9 Water 5.3 1139 12Cc; '1700 2200 2700 Heater Credit or • 3 to to to or Type Type fess 1699 2199 2699 more :.SG None 0 '� 0 0 0 _ 0 or Soiar 12 " 8 6 5 4 - HP HWR 8 5 4 3 3 1.7 WSB 5 3 3 2 2' 3 POU .. , tl 5 4 3 3 SE None 37 -24 -18 -15 .12 S.S Solar -1 -1 -1 0 0 1.1 HWR -18 -12 -9 -7 -6 24 WSB.. -25 -16 -12 -10' -8 ' - POU -i8 _-12. -9 -7 -6 IG None =5 .3 -2 -2 -2 6 Solar 7' 5 4 3 2 1.7 POU 3 2 1 1 1 E None -28 -19 .14 -11 A 4.2 Solar 8 5 4 3 3 5.4 POU -10 t -6 .5 -4 _ _.3 1.1 Multi-Famlly (Individual units) 1.7 1.9 Z2 - t Lkil Size (sp 2.8 Water 3.2 699: 700 12ooat700 3.6 2200 ' Heater Oredt or io to to " < of d Type Type less 4199 1699 2'199 70>: SG None 0 0 0 0 ;0�; or Solar 14 7 5 4 3 ' HP HWR 9 ., 5 3 2--, 2 5 WSS 9 4 3 (2i 2 62 POU 9 5 3 2 2 SE None -45 .•-23 -15 -11 -9'' 3.2 Solar 2 1 1 0 0 4.4 HWR -23" -12 -8 3 '-5 5.7 WSB .25 -13 -8 3 '-5 1.4 �QU_Z3 -12 -8 3 -5 Z4 -None --8 ; -4 3 .2 ;2 ;: .• Solar - 6 j 3 2 1' 1 4.9 POU 1 0 10 5.8 0 E None : 30 -15 -10 - '-8 .6 - .Solar 18._ 9 . 6 4 4 3.1 POU _ .8 _ -4 -3 ".2 .2 Point System Summary: Climate Zone 11 SCORE CARD _..__... . Measures Point, Scores 1. Ceiling Insulation R30 or R -value [381 1.1 -value [0.030] - 2. Wall Insulation /�( /� or a R -value [ 111 U -value (0.0981 3. Raised Floor Insulation 1Z / % 0' R-value[191 U -value [0.0371 -4 Slab Edge Insulation or R -value (01 F2 factor [0.771 5. Infiltration Standard y0 6. Glass Heat Loss_ 11-7 J �P Type [doublet U -value [0-.- ] 96 Total Glass (16] Sum 1% 7. Shading (Shade Open) % Glass SC �. X I .I.Eff. % Glass a. North a _ O -' b. East / • x = C. South X =Ok d. West x = / e. Skylight (T x S. Shading (Shade Closed) % Glass SC Eff. % Glass a. North X _ b. East _._. / • :Z x = --�- c. South G • 6 x d. West ! • 7 x _. e. Skylight O x = �. 9. Interior Thermal Mass TYPE 1 MASS AREA COND. FLOOR AREA Interior Nus/CFA+' "10. Exterior Wall Mass TYpE 2 MASS AREA e tcrior Wall Mass ND. FLOOR AR: A 7-10 CO Ez _ 11. Heating System A.4x Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or (0.72/6.61 HSPF (0.5615.151 ' -12.. Cooling System x _ �- Zonal Control? ( Y / N) SEa 19.51 Duct Efficiency [0.74] Effective SEER [7.031 _ 13. Water Heating-�- r _ Type (SG1 Ctedu [acne] 4:1 9 Point Total: Interior MarslCFA TTPF I KASS (UL"C 4.2. tet exposed slab) 0% 5% ' 10%' 1S%, o% 2S% 30% 35% 40% 45% 50% 56% 60% 6St 707E 75% 601E 85% 90% 95% 100% 105% 110% 115% 120% 125• 0 02. 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 21 2.9 3.2 14 3.8 3.8 4 ` 4.2 4.4 4.6 4.8 5 5.3 10y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1. 2.3 23 2.7 2.9 11 3.3 15 17 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.1 Z9 3.1 13 15 11 3.9 4.1 4.3' 4.5 4.8 5 52 5.4 5 6 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 Z4 Z5 Z8 3 32 3.S 17 19 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% a7 o3 1.1 1.3 1.5 1.7 1.9 Z2 24 Z8 18 3 12 3.4 3.6 18 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5:7 5.9 W% 0.9 1.1 1.3 15 1.7 1.9 Zf Z3 25 Z7 3 32 14 3.6 18 4 42 4.4 4.6 4.8 5.1 5.3 S.S 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.5 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 5.8 6 62, 60% 1 12 1.4 1.7 1.9 21 Z3 ZS 2.7 Z9 it 13 3.5 3.8 4 4.2 4.4 4.8 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 Z2 Z4 2.6 2.8 3 3.2 3.4 36 3.6 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70>: 1.2 1.4 1.6 1.8 2 Z2 Z$ Z1 2.9 11 13 35 3.7 3.9 4.1 4.3 4.6 4.8 5 52 .5.4 5.6 58 6 62 64 75% 1.3 15 1.7 '11.9 Z1 Z3 Z5 11 3 3.2 14 16 18 4 4.2 4.4 4.5 4.8 5.1 5.3 SS 5.7 5.9 6.1 6.3 65 80% 1.4 1.6 1.6 2 22 Z4 Z6 2.8 3 3.3 1S 17 3.9 4.1 4.3 4.5 4.1 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 as% 1.4 11 1.9 Zl 2.3 ZS 2.7 Z9 3.1 3.3 3.5 18 4 4.2 4.4 4.6 4.8 5 52 54. 56 S.9 6.1 63 65 67 901:'. 1.5 1.7 2 2.2 24 26 2.8 3 3.2 14 16 14 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 6.9 6.2 64 66 68 95% 1.6 U 2 22 Z5 Z7 Z9 3.1 33 3.5 17 19 4.1 4.3 4.6, 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 67 6.9 1txr7'. 1.7 19 Zt' 2.3 2.5 28 3 12 3.4 3.6 18 4 42 4.4 4.8 4.9 LI 5.3 53 5.7 6A 6.1 8.3 6.5 6.7 7 105% 1.8 2 Z2 2.4 Z6 Z8 3 13 3.5 3.7 3.9 4.1 4.3 4S .4.7 4.9 5.1 5.4 56 S.8 6 6.2 6.4 6.6 68 7 Iio% 1.9 21 2.3 2.5 27 Z9 11 3.3 36 3.8 4 41 4.4 4.5 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 24 2.6 263 32 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 6.2 6.4 6.5 6.8 7 .' 72 120% 2 23 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 53 6 6.2 6.5 6.7 6.9 7.1 73 125% 11 2.7 25 Z8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD _..__... . Measures Point, Scores 1. Ceiling Insulation R30 or R -value [381 1.1 -value [0.030] - 2. Wall Insulation /�( /� or a R -value [ 111 U -value (0.0981 3. Raised Floor Insulation 1Z / % 0' R-value[191 U -value [0.0371 -4 Slab Edge Insulation or R -value (01 F2 factor [0.771 5. Infiltration Standard y0 6. Glass Heat Loss_ 11-7 J �P Type [doublet U -value [0-.- ] 96 Total Glass (16] Sum 1% 7. Shading (Shade Open) % Glass SC �. X I .I.Eff. % Glass a. North a _ O -' b. East / • x = C. South X =Ok d. West x = / e. Skylight (T x S. Shading (Shade Closed) % Glass SC Eff. % Glass a. North X _ b. East _._. / • :Z x = --�- c. South G • 6 x d. West ! • 7 x _. e. Skylight O x = �. 9. Interior Thermal Mass TYPE 1 MASS AREA COND. FLOOR AREA Interior Nus/CFA+' "10. Exterior Wall Mass TYpE 2 MASS AREA e tcrior Wall Mass ND. FLOOR AR: A 7-10 CO Ez _ 11. Heating System A.4x Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or (0.72/6.61 HSPF (0.5615.151 ' -12.. Cooling System x _ �- Zonal Control? ( Y / N) SEa 19.51 Duct Efficiency [0.74] Effective SEER [7.031 _ 13. Water Heating-�- r _ Type (SG1 Ctedu [acne] 4:1 9 Point Total: r 1V. �.z T \� Q cZ�P_'R °A`._ DETAIL i �,�•J I to _io. Ile- Pu(_z'/ 9ZN o 1 +E 0 ar C nr1�4/5` LIO C�Ii�45 • ! I OR� o i�//on1liA �✓!�J r Q C.) Q , I ' - ! CAP PL -11i CE 0E1.�11IL 1 I � i R n Li TOP VIEW MGP . PAO- 1 ' 2 1 2 1 MOSM' HOME CO' / SUPPORT GIRDER . r FLAT.:= SC:1 4) �11s set of Plans kept on tha and epect1j., make a Y_chob at banes aad it des or alter i �Perinission the �,om °� unta r °f Butte, t of .. Z' X 27. X. 3/16* -1 ANGLE IRON 28" LONG. r 5CF4. 40 PFS aASZ kATE HE'A 9011;. (8 sk) ENDVIE�I — .1 -ACP — P'D Cc. PRESSURE TRE• -\TED MG.?- GRADE PLYb'rC00 :CCX. P AND S 0 r •.al== s�:�10 c PP -1-140 A45 N mo. C 031110 I / w(i�l!:+.'V+! �l•)ti:-I�1�f:ta•1 )nlcn: AEAirt aNil 54rM COQ'.. :FCT•C,j 13331' A P P R 0 Y E d sk;a,EC1 to C094�!CnCWS P'OT=o \.r:•:Iq:7{ '�"'n ^O• -r.A.)InC! .• ^{]7r O'.! .rte a^:i i.GA :r �!•r.C'/.. In:r1a •x,�.:•�n•...» �1 -op"•c able 510fe !o• -s _4 rr•��:•:h�n S•rn al •:c5lorr�o • I I/ou•.ug c'..1 Cam rn. ;,y �e•c•kV,rny • ' _ .. 1`%1$ICr vi vti:$ :N� ir�:,�A�iiS • - r '�'° 2' 01.x. HOLD &,,�__�/ 7-�3 FOR ROPE PULL . o _ SPA NO. ---------------- itis Plan A; xovcl 6wim PERMANENT FOUNDATION SYSTEM GUSGUARD TUF' WITH MGP PAD PAD Kenneth D. Reed, P.E. r SG440 ?!PE 11.1. :V-0: {/. �ul�, j i Registered Civil End neer zZ �''z'G- TYPICAL INSTALL AM J DETAIL i 8976 SiznmoxiRd f1cL rrWt; 0 - 41D% ��� � 4 � � � ' ' ,� �� � Ca. 9,6001 s �� f ; �+� N", 3-3296 Ar CIA -DIN PAT c,\ ITS PE!NGING Apr t19�7� SHEFT 1 OF 3 •; •, q = it l_ 1__:__ r / �/: -800-322-2479 G=iMsFR.AL NOTES - GU:S-GI_!A Q TU;" -'1 LArj &Cv =30)r FLOCK YL J� 0 LC.,fl - ?r) !r;r=-i, E:�,�pCSi.IR= C SEIS'111C ZC,1E 4 .2. T: ,!S F0Ui'11D,;Ti0-N SYSTEM IS 0cJIi-'-. I _ - G lcD TO;=E 1. C�i1J t�l`C T =D ^; , ., �, ,.--;.` f i=', =L S 1,E It'rI T H ;i0 _:(iST!; 1G SGL LSF I iCI=S 3. Ci -LAS: IS cs.,!`ut�FORT SHALL SE LC aTED .-.`10 S!-�=D FO _ Ti�E 1,f081L UO',1E !� 1STALL�T IC.1 I"1S T RUCTIG� 1S N I LI5'�. �. ' t \ ��.', ♦'1L �.� il,lr;; , C] C"'U':L 'i'i!rECOAC; CF T, 5:.',:=LENGTH gra fu- 47CCa -_'.il tiii 1u' 3rd 12' tl r' t - d8^� Cii^33!S � �L83T•' V C 3 - "�t..JiTtCNI R_JT:! ,r1T �`- i:_=T3 and 1 �'�r• s c f .:ny size Cr C� 7 tr.l 1r•_ �i(`�!-\'—. ,.tr!� 1 1 1-fl.t \ ^ �I! .•,--_— — 1u.1 3rit r 4. ,.r_:, Y . Li n.,c ? F'.°'-•�'-d (�'(:r� iati�: J/ 14. i'll i `r! + lt�i it-- fan' T, ,_ ; T .`.!r'a T TO 0. 0 FCF ,,1A;(I%IUL1;t=T=i`1 TiC`1 A; ii =r� CRY ;'i'.D 'ss r >.=RENTIALST_Eiti1i=;NT(!7.5.) CAi\I {-)CCUa, tJR=n � EA0JUSTEO WHE;10.S. EXCE=DS'/ , CR IN"r-EN IT WN L AOVERSELY;,FFECT 41ANIjF ;C T UrR=D HC',1E UNIT 5. CARR'i AL L FOTTiTJGS DOWV TO Fig1,, 1 U,1C:STvrc3Eq SGL. FCOTIi IGS AR= O=SIGNED FOR 1CC0 PSF TOTAL SOIL PRESSURE A`1rJ vi -{;,LL s- C!,IF T,=L='�'IiTH LOCAL SOIL C,ENIn IC"1S. CC"P , SAND , _C . A '� _ I !\ a ,�I T �+CT'c0 !A l cc USED TO.; iLL L C...C:=.L VC UNDER r ALCIS�>. - .. f Y 16' — 70' S 7.�... X`f 6. STRUCTURAL S T EEL SHALL L BE FAERICATED ACCORDING TO A!SC SP=C. FICATIGI 1S. 'i`/=�DS SHALL CON' CR TO A'�'!S SPECiF!C:+TiO,yS. ELECTR00_S SH;:LL EE =i 0. ! S�-5I , C! J * l� ' i �_ -ter PLATES SHALL BE A36. BOLTS SHA � tY LL 8E Gi4-.3E 5 (AST!,1 A�-9 G' X1325) M I`aC pc C`' . 7. THE GUS-GUm0 PIER ASSMEB IES SHOWN cc"LObV SHALL 6E LISTED ' 2E = - � ,y , wVD LA_ _�D 1 K.Y _.....r. L „L :.z0 3v BY i3Si<Ar10 ASSOCIATES FOR THE FOLLO'N!PdG LOADS: 's ar *"s".•"''"C-•UlC4 ;Ha .. - 1L'P•I TB.LY• r'.?.l?tlSCAZ '. - , ALLOWABLE LOADS t : HORIZONTAL VERTICAL ' GUS -GUARD,• - • - � .. _, � •- • _ _ .` _� TUF-1 PIERS 2200 LB 6000 LB GUS -GUARD MGP PAD 2200 LB 6GCO LS i ' .- : PERNIANENT 8. DURING FRELh/11NARY INSPEC T ION THE ESTIMATOR SHALL ENSURE THAT THE - �+'O UDATIOI�t S Y 'COACH CHASSiS B_ANIS ARE OF S—iANOARD SECTION - SEE SEAM SIZE NOT`S n S'i'E>�I �-� -� I I ❑ GUSGUARD TUF 1 „ �. 9. EXISTING COACHES MAY SERE ROFfTTED TO'RESIST SEISMIC F I I i,/ITH ,>1 G.P. PAD S l,C rORCc� BY • INSTALLING GUS -GUARD TUF-1 PEERS SHOWN 0N THE TYPICAL FCJIdD.aTiO,! 3E3Cr.t%)F FOUND. t dE 3Ci.\?ED ?r►02 Jr?SR - - \.) FLaN Ai'10 TH'' �I roorHE3sioE .tco:� 2' \' . , ! I�zririeth D. �ee�, P.E. c TA1__3 ON SHEET 3 c�;ro.+.:n r.:., r -.s Cri.itvca zsc3c=ris 10. THE.GUS-GUARD TUF=.1 PIERS ?aAY °E iONST, LLED IN FLOOD FLAIN LCCAT!CI`iS WHERE THE EXPECTED DEPTH OF FLOODING 00E3 INOT EXCEED A HEIGHT OF 3 FEET ti{AEt -/..! 1 i Rea stered Civil Engineer S=o' *!� Y / 2z' M -A-1 :` .:: i I. f 8976 Simmons G,.!._i .,� _ ons R Redding Ca. 96001 J' Voce/Fax 916-243-3296 ' \ 1. ;,7.• . _ April 1997 / SHFE T 2 0F 3 L3ngth V to 44' J'-te 6' ver 12o"' Double y ode Units ti Single Wiide Units V:�cih L3ngth V to 44' J'-te 6' ver 12o"' Double y ode Units Single Wiide Units V:�cih Leng,h 23' W cih uo to 44' over 66' 10' 1 12' I 14' 1 16' 4 6• 8• 4' 6• 8• 4' .6• 8' 4 16 8 L3ngth V to 44' J'-te 6' ver 12o"' Double y ode Units V:�cih 24'__r6* 23' 8a 1212 _1616 lk r0CdttE3 ,`.dd_An r'.ad ;t 9-00 ;1-e d'S C;f sac's hame .—aii ; �d r'd ---!re 57 ft _2.'i Notes: Cat •yi;+. r -;.t-,:, .--f F c;dcv rs we b, to placed w. -,:n.4 !�M cf to erd of a3c ; hre ra.'41en to mach r�rs a:� b to spaced at approzrr-tely equd'ra~•;,s ezrg each ;hr -,e .,u. le: ; h e=eeds 50 `eet in len#, ;Cd;,krai `.c ccAns :r_ to ;:arra a cer+ter cf eaci mme raa ltr a =J cf 6 Wdcmis. a Pt MY:n tmied on comes n areas of h;,,� tan X psf spew - F c& -m s nW to augers, cress-dr;•es rr: er deviczs }tivided ey h-ve a -!ed i •id°d b'3e it errc,ed�a� piers have pesiM aWxnent b tt:e cuss's hzarrs - pa&Y d 4,fi0 . s. • � - `. C O - 4` rY v Tib.^�:f uvTjJ• JG !v':X E Y� -05 • - - - ....... - .. . sly, :y;c: r��ir - - ^ .�s� -� -� �� �_.. �.� _'_ , • •• , OW- L raln^ol+1 i ::R ab.'1 j - Yli�!'Otb;TLL CjxG� r 0 C+A`- z, -hEI�1'��AIV'ENT cr FOUNDATION SYSTEM s Tofu! 4 sr ': c;-rY; :o-�. }�e GUSGU "ARD TUF-1 WITH MGP PAD' r PeEr Ci;2' i/!!, .70 iti - f+:�:fi.-'i� �.L:'J'�."L.'�Dr2^.�:2�Of�T''''-�•'�s:� f�?JSG�U71!L� -• - s..".. . . :. tri r s foft Kenneth D. Reed; P.E. •4_-: Registered Civil Engineer -,-"-.8976 Sui =ons Rd ��,���� �"- ✓/nE l��r't/,'�,i ,�: ,� ;f. 1 �• j i,�.,�''a` Redding Ca. 96001 .. �...•--CJs tat 'moi r•4 1lLD k�/ __ - - -- _ �� -� w�' �' i .jib^'� Voice/Fax 916-243-3296 April 1997 SHEET 3 OF.3) qo—c,F