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HomeMy WebLinkAbout021-020-003- Ir . . . ^ " ` ~ HOFFMAN COMPANY 672 Cherokee Canal Rd2 Gridley ev l 2 -CDM INC. De-�k I Coot8:-'8offmde��-� o'C�u |/.-,A| Permit#2099-89B,P,E,yY/oew dock club)- , ' .` ' ^ ` ^ rr, , PERMIT NO.89B,P,E•;M r -- - .-7, 7 � °1 PERMIT EXPIRES C., HOFFMANN CO OWNER M owner n CONTR. ' ASSESSOR PARCEL 21'-02-17 LOCATION 672.Cherokee Canal Rd, Gridley • r C oxIA PSI wIV G -0/0 ' L � $'��. �•,�. / a� 1� vis �. w�t5 b 1 \ 15R 416 Temp. Power Pole n Called PG&E Temp. Else. Service Called PG&E - Temp. Gas Service Called PG&E JOB FINALED (Date) • �i t' Signature -ea , = OK , 0=Not OK' �• ' = Not Read�yable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning'Requirements-Setbacks-Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.;- Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh y Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -61 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION'(Plans) OK except #'s 6 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 t 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date f Card -131 Date Card -131 Date Card -131 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool. Structure; Steel -Connections -Thickness - Dead Men -Lining t . 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.;Ground ing; 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 Card -131 Date Card -131 Date Card -131 Date Card -B1 Date = UK 0 = Not OKRESIDENTIAL (Single and Duplex) - - =Not Applicable � = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance- Material -Su pprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 85. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date Card -B1 Date 67. Stairs &Rails Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 8i. Stucco; Brown -Finish Card -B1 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb, Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 9f. Energy Compliance Certificate -Other Certificates Card -81 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -61 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -B1 Date 39. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) OEX�:) FT2- B4A-x UNL/M I7&j�) A-3 0 cc - eP 6 2 �kITS f=ax. 7 ro oee. zr 50 occ- ...� SWO 775f',41SM1SS/0/1 CM/7�06 L l f�eus� occ. sem. e G.I-.r-l-Ge BY ..............DATE.. SUBJECT..! .......... SHEETNO . ........ / ..... OF ......... / TZ ... CHKD. BY ...... ............... DATE ............. .......... .............. JOB NO . ......................4lr- ........................... ................ . .................. .................................... --- ............. Fr L T - ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 060S Z- 77,1,9- q. V',O/S'7:S -f4 -9 49 77 6-r, cf, /6' e�y- d— 'e>er- 2>11 SA,'. 7Z2 6? 6V alrx '3310 '90'�2 ew'41-1 3j ?ori /x 117 �-7VZD A2 v , '0> 6u-, ['11 LUUN k I 4WILDING DEPARTMGM APPROVED �f � �/ZZ/�'q o rk-OvIve lee v \l SP I Y f ez Cm)37 Ir/l..,tTlL o a/ P( -,+A/6. PI�UUId E -K 5 Ta S'EcT1o�-S 9/4-4 C 604/S7: � 7 � 7-iZ/2, E Y.. T Z S U =.:T .... .... . ............ . ........ ....... CHKC-- DATE .... ..... . .. .... . .. .. ......... ... .. ...... .............. . . ..... .... ................................. .... .... . ....... ..... JOE, NO. ........ ...................... . ... ..... . ........ ..... . ... ................ ... . .... ..... .................. .... ......... ........ ....... .................. .... .... ........ ..... Arsa"Yc, To 72 T,4C,y FOX 2-a 11C A A, Z a lol; ,c 19; Aa 2 13 . t t � / Nd- OVG 25 lee&)IW11lS &-ro o OF= GvGS 7-0avo�Tlaoc/ ," ��� CoXvV17-1eN @ Sl ZE game -75 Gv,-�16 (5) Co7W6,C,7776A.1 V/7/ 4, -rte �6A) 7=e -;t-, �vr, D� auo7erff E ice• / p� S � 7�k � 2 x 4 LAP MEMBER 2 x 4 TOP AND BOTTOM PANEL MEMBER NO.3 CONT. J 5/e" x 6" GALVANIZED BOLT (NO NUT) I IN 5/e" (b SLIP HOLE AT 48" O.C. NO. 3 CONT. 10 x 10/10-10 WWF BEAD CLAMP 3'-0" MIN. 2" MINIMUM EMBEDMENT '/z" MAX. CLEARANCE " � 3 MIN. 3/4" PRESSURE -TREATED PLYWOOD I I io I 16d GAL. AT 6" O.C. ALL AROUND l 5/e" x 1'-0" GALVANIZED ANCHOR BOLT 6 -MIL POLYETHYLENE /I WITH NUT AT 32" O.C. N P' 2 x 4 INTERMEDIATE "J" NAIL EACH SIDE AND EACH END I NO. 3 CONT. POOL LINER — – FILL � I 13/4" MIN. SLOPE AWAY I 3/e" x 4" CADMIUM -PLATED BOLTS FROM POOL 3" MIN. / 11/2" PVC.WEEP AT 48" O.C. 2":t CPBAOREQUAL�_Vl"MIN. 11/2 MAX. I LAP 1'-6" AT POOL ENDS l� UNDISTURBED SOIL TYPICAL END SECTION TYPICAL SIDE WALL SECTION FIGURE NO. 1 /�Al v. 15c-e76C-e,--ore-ckK P, WM�7 Ccvg D. t / v+N-5 . 74 0 W FV9t77 1 /C//V`Sl� SC�'7/U1(1 =iPE OV re s -,te) S..w. (:!D. NV/mss f---5 I/ � o�oA/ ��2vv�o� 5'�� 1-9L�5 . r-p7C SPC/A01cE DEscr2�� s/C/ •JYI. 9 J tP 9o,P 9 Si N P 9 P o- P p Y P 4p 0 F ppb P^ 0 0 0 0 ,ro) crJr/, o V o 0 x 9 0 cr P 9 LP G p 4- 0 P 9 �C �P o 0 0- .r 0- 0- fi 9J 9 P 1� (j) 0 X co x 17 r .............. . P o :0 P o 0 , L4 0- P 1 P `,'��0 •0 9 J tP 9o,P 9 Si N P 9 P o- P p Y P 4p 0 F ppb P^ 0 0 0 0 ,ro) crJr/, o V o 0 x 9 0 cr P 9 LP G p 4- 0 P 9 �C �P o 0 0- .r 0- 0- fi 9J 9 P 1� (j) 0 X co x 17 ASSESSORPARCELNUMBER OWN R� OW 'S AILING ADDRESS CV[RA TOR'S NAM Q C$Z[vT r'2ACTOR'S MAILING W CONSTRUCTION LENDEIR ARCHI BUILDING ADDRESS T N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PEI NQ,.� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-754141 Y -APPLICATION AND PERMIT (J Z X �IN ,: BUILDING PERMIT r MPOEXA SQ. FT. OCC. I BUILDING VALUATION ESS [NEER'S MAILING ;:7 ? eif 'ISION NAME K PARCEL MAP USE OF STRUCTURE p 171 SF❑ Duplex❑ Mobilehome❑ Other nb1Cl< - ' SPECIFY TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation[—] Other ❑ Describe work: CONTRACTORS LICENSE LAW I declare u penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code and my license is in full force and effect. License No. 191 t(= Classification ❑ I, a"s 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 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): �] I he ermit is for $100.00 (valuation) or less. 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 shal I be deemed revoked. 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 ,/oJf the granting of this permit. /tea X Z22 Signature of Applicant — Owner Cd9actor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- ion of structures over 3 stories i height. Receipt No. =26 Uote' # /sz WHITE-D.P.W.. YELLOW-ASSC3 R. PINK -INSPECTOR, GOLDENROD- PPL I CANT Fireplace ?7( 0 Total Valuation $ Filing Fee Permit Fee Plan -Checking Fee M16" Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S I G I W Filing Fee ;0 2.00 20.00 5.00 5.00 5.00 5.00 0.00 e 10.00 Permit Fee $ RAZcv Contractor ELECTRICAL PERMIT Filing Fee 10 00 Main service OR L 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50`'••J NEW CONST. DWELLING OCCUP m` OR ADDNS. ACC.BLDG 1 /20sq ft N (( Ex. OCCU zuvout p OUTLETS OR FIXTURES BALD 30 FIXED APLN Ex. Occup. OUTLETS P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 I Permit Fee S 11ti- Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating ""GGf ff oling od 3.00 Ventilation Permit Fee $ 6= Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE / / $ 921 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 PERM, EXPIRES Date 7- P Jpc M ' 7 I COUNTY OF BUTTE - DE.PARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNI"*95965 - TELEPHONE: 916/538-7541 P�RWT APPLIC T� ON DATA SHEET _ Permit No. / o OWNER Via, /24-4 --1 A. P. No. __� I %� 1177 Proposed Building Use , A,JJ, Building Inspector P /y' �1 Date A'9 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 subttgd;.#.:................................... Ale 2. Plot plans in duplicate/triip i te, signed by preparer of plans........ 3. Complete plans in duplicate/tip Icat , signed b y peparer of plans .. — _ . Complete engineered plans and c Ica s, wi wet sig natureo plVns .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ....................................... . 11. Park fees paid. ..................................................... � � (� 12. -� School istrict fees paid ................ 13. Sanitation approvl from "{' } Health Department ... 14. City of Chico Olumbing permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) t a 16. Planning approval for (A) User-Aef %(B) Parking:_ ......... r 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re Ulred , , , , Pre-Inspec. request to + p q I Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ ?(N&23. Recorded copy of Agricultural Acknowledgment Statement ........... . 24. Letter of signature authorization .........y.fu... When you issue the permit, process as follows: ail to owner. Mail to contractor. „ 4 Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant, / o1, Z4/�� Date 4- A Pr, Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pr ,r to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contracto desig r, owner, was advised of above required data by on --mall—counter byJ date p �� Con ractor, designer, owner, was advised of above required data by one_mall,.,_Wu" by date , Plans checked Copy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date It a Ret to.DPW AGRICULTURT 'STATEMENT OF ACKNOWLEDGEMENT .;r FOR �SIDEhTIAL , DEV LOPMENT M ti Section 26-8.1 of the Butte County -Code requires, this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent e9-419934 Rec Fee 9.00 to land or - included within an area zoned � Cash 9.00 for agricultural purposes, and residents Recorded of this property may be subject to incon- Official RecordsCounty. veniences or discomfort arising from the of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder ; of agricultural operations including, 10:19am 31 -May -89 1 RB 3 but not limited to cultivation, plowing, spraying, pruning, and harvesting rwhich 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: S 0 PROPERTY OWNER,: State of California) On .this the 3nrh day of May , 19IL9__, before me, ) SS. the undersigned Notary Public, personally appeared County of Contra Co Sita K. H. Hofmann QX Personally known to me. Proved to me on the basis of satisfactory evidence. FICLAL ml IAURASHUIENB GER to be the person(s) whose name(s) is • NOTARY PUBLIC•CALMDfU A subscribed to the within instrument and acknowledged that CONTRA COSTA COUNTY MY C°'-141a+ApN126, 1991 executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. �/` (��r� / ���No�taryPublic ORD:»2 MU. -MM 735:,7 -` DESCRiP11ON All that certain real property situate in t: -Ie County of EutU , Stato o: California, described as follows: 7k2 W--st half of Lots One ,. N-10 of the Northwest cn:arter sad the West: , •' ball of the Southwest quarter of Section 4, containing 161.10 acres, . mono e= less. Lets C -a and Tea of th,3 Northeast quarter 'and the Southeast euarte: of. Section5, containing ::21.69 acres, rare o: lees, MXCEPT the [-lest 603 :cit c: t'a tic •theaut r,::. -.ter of Section 5; lying Nor of the RI t of Ilay ci. he=al "A" of r,. Rcclaation District No. 833, containing as areaof32.10 ac:ao, rare or less. ' Tho Sortheast quarter of Section 8, contaiainC 160.ecres, Coro or leas. MMM -TI -MM MMM,11'01. co=cnci.^.g ct a point where tho Morth bank of ;.h0 kia a Canal of Reclamation District 833, as it now e::ista, Lntersects the last -11--a of Secticn 8, Township 17 North, Range 1 East, M.D.B. 6 M. "a :ranaicg thence along said North bank in a T•lestery direction and following t:a- curve thereof to where the sire intersects the North lire o: Sect_on Town -chin cnd Range aforesaid; thence too:, along said North line of cs_c ✓c:etloa 17, to tho Mangg' ra of said Sccti.on 17; rbence North to the place of boginn a the total areaboing 2.8 ccros. L:o_e or loss. L eA ra:t_on of the Nort::east quIortc: of Section 17, Toinship 17 North, 1 cast, M.D.B. 6: M. and rose particularly described cs follows: 3a;;'�aing at tic quarter carne= ea=on to Sections 8 trd 17, of said To:^s ig =,d running thence along the line coaon to said Section, North S9' 15' East, 1552.2 fact to the Nc=ttz:esterly riCat-of-;ray line of Rcclaration District 833 Main Canal; thence along last mentioned line Soutz 51' 10' l•lest. 211.3 feet South 450 541 [deet, 525.0 feat; t.-ance- ?caving said.rigit-o -way lire and follotring alo-Ig ti.e centerline of a .: d_a_nago ditch now in use, South 85° 52' [gest, 1110.3 feet to the North ' crd cea-'erlina of said Section 17; thence along said line Nor-LA11 10 210 West, 557.0 feet to the point of beginning, containing 16 acres, mora or" . les . "'C'MnZ TR^:1=11CM all of the oil. petroleua. Cas. coal, asphalt, hy- -raid d_;,ca:bozs, ayd;ocarboa cubst-nices, and all other minerals rinc=al 0 • ubstances of every kind cnd character, in, on and ulzder, and that cay ba Fo p:cSuccd from a portionoL Scction 17, Totnship 17 North, Rc.-it_o 1 East, N-D,B. & M. as contai-.2d in Dced from Tula Coo --o Country Club to A. M. ,:h- Sa=e. ct al, rcco:ded January 24, 1952 in Book 616 of BL=c Cou.^rty n cial Records, at page 192. tXHIBIT L f of tray :Co.. . i:..0 `. l r°ad PurPoces O10n3 the tot of the bcr,!c along La~ •:-. c� acict alio . District 1� S 7G"%'cbi> 17 Nora, r r O. B;3 Ia CCtiOna �! .a ,e:ate.:.^: I. y~ , nn„e 1 cast, lLD.B. E M. ' 5► 8, 9 end 17, dated Fcbz:ary 23 1923 and recorded June Ted In that-cortain 0^'�icfal :.ecoids, Paso [+, also in haat , 1929 in Eook 32 of 3, 1923 and recorded J - certain ins«•-�,�t dated FebrarJ 1 S cr ° 1. 29 is Boo i ; cin ti:�t ccita�., in�trumInt !c 29 of O.:sial Itecorda a„ ray=mac=% C, 1923 In nook 197 o D3Cddated Februa•y 2, 1923 and P e- : recorded Pa;,o kOG, Eutto Count/, Califo_nin.� Ail Of the abavc� land boLi- ., to . Toone nip 17 North, Itnn ;o ? rasq M.D.B. - lire 1\oit'ca�t cniartor of Sect c i n 8, coateinir,Z 160 acres • rsorc or 1 T: a ::'art half Of the North,t m a_te' and theeyy• c -=to;: Of O: Section 9, containia3 � Treat half of the Soutizvost ' . 160 acres, rore or loss. All in :oarnship 17 Nort.'n, 2zrgo 2 E st, PLD.B. M. `TOGETHER with all right, title and interest of the Trustors Sr. a any 'and all water rights which are a scribed hereinabove, which water rights are used on'br 1n connect onowi'tr ppurtenant to the real said -described realy. Property de- -described .l±nited'to all rightsrtoetake or useworestorehts In water.from the Cherokee. Canal-, the main drain or collateral drains of Recldnatlon'DSbtrict't »' ' for .Iianlltoh Slough :connection with said describedreal nu e' S"t 8.� e of California, in TpGETEIER WITH all right Property; after described oil, g title and Interest in and to PrOPertGas and nlncral leases and all Of•the herein_ leazps y the Trustors m±ght own b In and to any real conveyed by Oroville TitleyConaann of such oil and mineral leases bean, P Y, a corporatlonas and mineral" terest's the Trustors mi' the o11, Said oil, In -gas ".1n'the in and to any and mineral leasehold. County of Butte, State Of California,y,leases for such :,to that•cartain Tease datedncludin Purposes. ' to' th 13, 1951, in Book the 13th day Of Septenberg b" not limited '369.;, and the poOlin 551 of Official Records dutte�Count� 1950 recorded recordeG J,ly 27, 1352greement related thereto dated June 20� 19 page .'• �.' Cal•lfornia, at page 5p' 3 of Official Records 1952, dated Sep; ember 1 3' and the Gas Unit Agreement related9utte County,;:.'. California 1903, In Gook.G95 of Offlclal Records, Butte 'C'' . at page 110, . XHIBIT_A'..� END Of DOCUt*ENI . BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM ( One ,Form per Building) A.P. Number p� l� -IK—Building Department No. School District` r1)rVJ City Q County ® Jurisdiction Property Owner 0 Monti Project Location/Address Subdivision Lot Number Residential Development: a Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: D Sq. Footage New ' Addition (Including Exterior Roofed Areas) Building"Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District IdNo. School District certifies that G(Applicant Name.) (Phone Number) ( Street Addres,s ) V --� - i C.�ty)____�-----�-- -- ----.----•>(State,)�--�-:,w--c- .-_ _ .-�(Z_ip_.Code�).� has complied with the requirements of Resolution No. by the payment of $ representing 4306�/square feet School District Representative Date PAID BY CHECK //56 YCil�NO. BANK NO 1I-1,1 .. G PAID BY,C-ASH 0 C REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) tte Ou OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ADDRESS: CITY & STATE: IMPORTANT: SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT �0/�9189 &,4le-o NO#s on a_rG-el AF01 " u � 6aee? 6y? 4- 6 2 / L TOTAL 1, the undersigned, declare under penalty of perjury that the services or articles claimed have be performed or deliv.,4,1,end that this claim le true d correct as elated. Dated this n day of TV1^i_19 at olroUldf........ Calif. .......................... Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation 0 or Specific Board Approval a (Check one) for the same. Dated this .................................... day of ............................. 19....... at .............................. . Calif..................................................................................... Department Head or Authorized Deputy Dept. Exp. Code ............................................ Code ................................................PAYABLE FROM...............................................................................I............ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. INSTRUCTIONS to CLAIMANTS Al't claisr:s against the county must be itemized, giving dates and character of service tendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward alnico to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately capon completion of services requested or material ordered. Claims are paid every Tm.;esday; horever, same must be approved by officials and in Auditor's office before preceeding Tedntsday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. F,.JUN 14 '89 17:'14 HOFMANPa _ ?�r' - P-1r14 r�n61 BUILDERS AND DEVELOPER$ ' COMPANY ' ,1380 GALAXY WAY P.O, BOX 907 CONCORD, CA 94522 TELEPHONE 682-4830. (Area Co00 415) FAX NUMBER 415/632-4771 • d' FAX TRANSMITTAL SHEET ' I ' e ' ' V74-C� / - �u GGu9 FROM: �' I C�., !� R I /7 DATE: f, L NUMBER 0.F PAGES ' / (INCLUDING THIS TRANSMITTAL SHEET) 1 For your file Please phone to discuss' For your review Please sign and return r As requested Your comments/suggestions pIdase COMMENTS: r' -L-IN-14-89 W E D 1 r ,fit_;_;, y, �•-;:*" �:� a;; w1. 4 d `�} �.::r }1�t+ �: ` y a 1 ,�,ri• '-ice .. JUN 14 '89 17:15 HOFNANII a N' June 14, 1989 P. 2/14 KENnTH H. HOFAIANN P.O.- BOX 907 CONCORD, CALIFORNIA 94522 (415) 682-4830 Butte County Building Dept, #7 County Center Drive Oroville, CA, 95965 Attn: John Henry Dear John: I am writing this letter in response to your request during your meeting of June 14 with Walter Young and Spiro Daskalos concerning the private use of the dwelling we have u tted for building permits. II—can assure you that I have no inten ion o commercializing this private family retrat` it ---- - _ _ i"s_ Int end`e_i �solel'y for -my- TSE:-Jy,.s _use-for=duck-arzd--pheasan fi`unting purpos�F'qwuired ea-re—svrr for .irehave the added item information sent to you as soon as possible. Thank you for your cooperation. Sincerely,/ ! Ke Hofmann (Owner).. tjp , JUN -14-89 WED 16:09 ti 415r,8�4 7 i 1 { JUN 14 "e9 17:15 HOPMANN N t J • _ CERTIFICATE OF COMPLIANCE FORMS - RESIDENTIAL, PROJECT !_1 _ c 4606 r6 DATE - k CONTRACTOR This package includes the following Certificate of ComplianCe Forms required for the documentation of the building features used to. comply with the Title -24 Standards for the above project, These forms must be signed by the individual with overall design responsibility and the building owner, and attached to or made a part of the plans. The owner must retain a copy of it and transmit it to any subsequent purchaser of the building. PLAN, /� L PLAN PLAR PLAN PIAN PLAN d £e:>l bet{'bi'y OIN3WddOdS �131IA38 WONA L\ -JUN -14-89 WED 1 r. ; 09bit _ ,4 1 56 �4 7 i 1 ,..,.. P . 0 � -JUN 14 '139 17:16 HOFMANN P.4/14 NE51I)EN 4L. J Q ct j t 1, GF -1 R OUCK •r) ilk v 4 ... ..... .. .. ..... ..... ..... . . ... ..... . ...,•. tf') . ..... ..... ..... .. .... .... .... (VIP 4f) 5 "1 A 1,1 F- j'_ ..... .... .... .. IJ i, r) L IL I L9;� h• C r- nil t 4. 34, 9 — h1 o d Inc 1z) 1-) 0'. .. , - . F i D I C R 0 F, A I F:j :j .... . ... Vii lu w F. r. uc Lhry I!,) rAP .-..MF,) KIC3 AYTLER rr, F R ry f CF" R & j_k ri su,"r r A 01 1 N G Ai ­u4. rig 'ryp . 0 . . '. - . . , OLIi 1 (ij CI -q r_'I,t�fyj, 8% rig 1 F,-Imi I y oy* 1, L U ni t E) t 0, r 1 t~ 10 ", . . . . F.1 C.c) n s!; _e" y F) in I t v. It' j. etre lit di INER 1-JILAT I ON ... . ...... ......... - 1, .. .......... .... .... ..... c,) in m e ........... ...... ...... ........ .. .... ... N RT DAT`L. L Dor R... o Vj.,Q; FRONTWALL , C; K'WALL. 31-AZI NO ZA t I c t j Sha F7r-- a mi rig t n .. .... OvCii-kiaric.) -rype a c: k. (w), 8 0 2 111 N.*( OLT ND % �ki Cl .... e r, r 1 .. ..... . .. 1 \1 0 1, 1 ri o w L e f, l`Q N I Eq1_ i :jo)% VLA c r C � e C -_t Non Met. a o w R i I, (N) 24 t"IN I rqL. X NJ) r Fp a I )1 o w .11.1t F'r t q7) 4� N I F(L. I ND 5i)v. larJlS Cr-oorl Noi-i 0 ,,I v 't a I 1i Oclaw Ci r) E ) :,`2 2 a I - I d ii r - cl 5(1 , 7 C; r - N o o s,, met'a'I 1-i Mdr)w Fj ok c. f (w) 161 7 2 S.pancla.r.(j Nofie (-.4 (., )I..) N un tv 11 ji mdow Lul: -� IS 2 S't 4A r I c I iA I- d, None Mev t. 1-0-f t 44 an fjo r. 0 r) q, IvIrtm 1 nciow ht (N) 97 S t cI Ar Q) Nun* Non e 1'1fj t a h n(A c) w 0 Fit ar)d ar- tj r) 1 NJ o r i e-4 ("I L �A.j t a n diA I.- f,.j ursrr PIP to). M JUH-14-89 WED I E. : 10 0 1 N 3 W d a� tt � , dj -4 1 1 4156:324771 F.'04 I JUN 14 '89 17:17 HOFMANN .. P. 5/14 Ci-_.Rl':(rTCATE OF COMPLIAMCr.; J u c t Ti t,'1 MARYSVILLE DUC-,-, ci uri 06/14/09 4, ;n; U V, m -;;wl ;RX. tig!'st jw KA 4,:,j; ;4 1.;T=.411mgm no vq,wl F, i t I Progr aim -4- CF7-.-IR uwzw 1.41:wrrNiG & Ora I A&B S.EA!.-.)'T' f-ACINQ ACTUAL. HVAC, GYS.;TEIYIS Assumen PlvAc sys'r-El-IS -it i"V"t 1jal. fk* f... C.? m f f i C. i re r It: 0 t, DUZt 7'2 Ml N I NLIM . 72 S. v a nij. .......... . . ..... .. ........... f1c) CICER Ott 1 15.7 CFC, Mi%.'j,(nLtM'inLrFpi.,it 6 iiSPF A t tiR 5, 9. 00 Ser"R At ti C Fr. ;5. 7\ ACTUAL. HVAC, GYS.;TEIYIS . ....... .............. Thit; P)ixCld-ing -A 7cmally r'r.2ritrollvtd I -MIC; 1AL.L. WINDOWS IN ElLjT(..D,(NlG t1 wi-try-c orF orr wiri,r-.- JLIN-14-89 WED 16:11 4156824771 P.05 11 Ac"'tuml nutwit M.Rnmfactcirar ancl Iviodel -it i"V"t 1jal. fk* f... C.? m f f i C. i re r It: 7'2 Ml N I NLIM . 72 S. nij. FR . 9 S F: 17 R . . ..... .. f1c) CFC, Mi%.'j,(nLtM'inLrFpi.,it for t.jA-4 Canty -,Al FkAr'1)iAC a 9 WATER F1EATINrj Cap-':lci t y M,,;tnufiic.,.+urkp* anti Ilodel M1t Z -.r i v.#,, r y y y p dlpprr,)vi4(j onjuAl "i M Lt M AI . ....... .............. Thit; P)ixCld-ing -A 7cmally r'r.2ritrollvtd I -MIC; 1AL.L. WINDOWS IN ElLjT(..D,(NlG t1 wi-try-c orF orr wiri,r-.- JLIN-14-89 WED 16:11 4156824771 P.05 " JUN 14 '89 17:17 HOFMANN Mandatory Measures Checklist: Residential WIR NOTE: Lowrise rstsldeniial buildings subject to the Sandards mut contain diose approach Used. Items marked with an asterisk (') may be supwseW by MeAmm regardless of the compliance more 50ingent compltanos tequuements listad an lila Certificate of compliance. When this t:6ecklise is irtcot'porated into ilio pa 3t docwrtents. t�tc teanuas noted,:ha�u W etherC001111iley m a!1 parties w binding minimum campgnont peafocm�noe tip�"Mcatatkms for the mandatory measures whether they are slww►t elsewhere in the documents Cr on tA�a cl'pckliet otsly. DESCRI)MON Building Eaveloda lblertsum " 12.53S2(a): Minimum ceiling insulation R-19 weighted evaeW, #2.5352(b): Loose till insulotion manufactUM,s labeled R•value. • 12-5352(c): Minimum wail insulation in ftmed walls R-11 *V10trd avage (does ttottippty pc� Dior masa walla), 12-5352(k). Slab efts insulation - water absoquon no no gxgM than transmission03%. avatar vnppr race no gf ler than 2.0 pemVinch. . 12.5311: YnsWation 4Wif ed or installed meets Calif'oMis Energy CommiWon (Cgo quality standards- Indicate type and form. 12.53520: Vapor barrisra mpndatory in C1imQu Zon$s14 and 16 only, 12.5317: JnfitnUojA%MU*don Conatila A. Doors and windows between conditioned and wewnditioned Spaces 61:4aned to 6dt air- leakage. b. Doom and windows rerci4icd. C. Doors and windows weatherstripped; all joints and penetrations eavUce4 and soled, 12-5332(e): Special inPfitfation barrier installed to comply with 12.5331 tttoets C5C Quality standards. 12.5352(d): ImWiation vtFin pIAA I. Masonry and factory -built ft IAM Mve: a "Tight fittin&, Closeable metal or tilos door i b. Outside air intake with d&mper and conal c. blue dampps� and Control 2. No continuous burning gas pilots Allowed. HVAC atad Plumbing Syrtem Meantras 12-5352(8) and 2-5303: Space condWoning equipment si=ins: o twh cakttladoro, 12-5352(h) and 2.5315: Sstback thermostat on all applicable leasing syetdelns. " 12.5316(x): Ducts constrwod, inemlled and insulated perChIpter 10,1476 VMC. 12-5316(b): Exhaust systems have damper eon"ls. #2-5314(c): Cias-fund space heating equipment hex intermittent lgnidon &Vim, 12.5314: HVAC equipment, water haste», ShOwateads and tauoets outLMd by do CBC, #2•S3S2(i): Water heater insulation blanitet (1t• 12 or pia) dr Wmbined #nterlorAextefiar fn Ovation (R-16 or grata); first s fCV of pipas closest to tants lnsulatod (R-3 or greater). 12.5312(L:tcep60n 1): Pipe iatsulad= on 8isam and st,earrt condensate return Alk fecircutading piping, 12.131S(d): Swimming pool Rossing 1. system has: A, Onloff switch on boater. b. 6Weatberyroot instruction plate on heater, e. Plumbed to al W for Solt, 2, 75 percent thermal v'ficieney, 3. P061 cover. 4, ifie clock. 5. Directional water inlet. Ligbiing load Appliance Me"Uroe 12-53520: sighting - 25 lumens/watt or greater for general 4ht4 in kitchens and badcooms, i2 -5314(c): Ga !1red appy&KfS OgWppa4 with iaWmiatent i8nidon I devk", \\, 124314(a): Refrigoraton, refrigerAtor-freezes, tare and Suorescrnt lampbaiixeti ce:titiekl by die C'RC. Indieata mulct and mcdel number, Rarer Rwiad 06mober 1917 DSSIONgR ! BWORCBM W W t 'd _ 60:bi GoS:'bt'9 C11,N9WtlbJdS <1311f1�� WUd� jUN— 1 4-8'? IdEL 1x.:1 1 __ .41568247-71 +P . 01 JUN 14 '89 17: 1.8 HOFMANN �–"` ---P. 7/ 14– — .... _ ..� �. - - - •-- - :. .. - ----.-moo. ,.�e.�.. _ _.,�.�.__._ .....r . ..� .. $EUXER HEATING AND AIR CONDITIONING TITLE 24 ENERGY CALCULATIONS Project: P � ' d 01 ; t. 6861 t, 1 ' 9 O1N3WtldJMS 2131.1n38 WOdj .TUU -14-89 WEIi 16 12 415IS8247 7 1 F. 07f " JUN 14 '89 17:19 HOFMANN ��,.�� ;«r4;... �—•F.8/14 COMPUTER METHOD SUWRY PROJECT • DAYE �� - /�-t-�'� CONTRACTOZONES r� This package includes the following computer method summaries for the above project. to be submitted for plan check review of compliance-with the Title-,24 Standards. Also included are HVAC sizing daeument4tions along with any' Foran 34's required to verify U-Values used in computations. PLAN2;2.A4j3 KBTU/SF DESIGN STANDARDS BUDGET SOUTH NORTH EAST �-'�" PLAN KBTU/5F DESIGN . SOUTH NORTH EAST NEST PLAN _ KBTU/SF DESIGN P SOUTH a NORTH EAST WEST PLAN KSTU/SF DESIGN SOUTH WORTH EAST- WEST PLAN KBTU/SF DESIGN SOUTH NORTH! EAST WEST a PLAN ` KBTU/SF DESIGN SOUTH NORTH EAST • WEST Z 'd Oi:bl 686i'bI'9 01N3Wdd00$ diSlln38 WQ�+j JUI-1--14-89 WEU 1r.: 1 = 4156824771 P.08 CTIZ U11 14 89 17: 19 HOFhIA�IN P. C -2R . . . . . . . . . . """S"t-OF DUCK CLUB.119 Go uirNr - Date. vl.ol F, i I HAS W0.1th Us veer FORM -E4ElJTLF"*R HEATING Ft A A/C -T OFIAOLAZ SLJRFA(;CS .......... Area n su I u r f a 0 .*:", Sril ar, C.*V1,05, -5 In, WX I u qa- F?.,., vA 'rij t ' d -a: � A 's', I . 4 0 n 5 R04 Writ;V fF L E CT I I INI C, . ...... .... W't1 1 W ia I "1 0, 091 R-11 0,091 pt_ 1 110 90 Yn�s F.RONTWALL. wa 5 ll 276 0 . 09 1 R -A I '2Q(i 9 o:.' Y :9AE, 'KWALL 9 e 7 414111 264 a. 0.9 1. - 2o : 1;gFrWALL '90' 9 j f Z2 14 (Y',50 R 7 0 Y Twk L I o. -z' n'_C) I IC) tJ Ywm 1;� Q_ Yw;i F'RON'rWALL ' FA'"- -77 FjQQr- LIVING 22 0. C)."57 0 WOOD 1-L.C)C)F.k'- 2 wiall 4 wal I 4 5 2, 1), qQ t YO A _CL 6 Wal 13TWALL. ."1617 o.o9l p -.1i a Wal I T 4 1 1). 174 950Y WE,'$ TWALL 6 0 0. 071D k - 0 - ..� Q 9(3 Y05 N. EASTWALL ....... 13 Fl. C.1 0 5'.5 0 (:)7 r". - 19 0 0 yfa% ATTIC CEILING 0 14 Dour 1:5 3730 R 200 No WOOD FLam 90 YQ% L.F.FTWA[.[- Oqmr -45 20 90 V R-0 29() 90 YC!r' FJPC;V"WALL- QL A Z INO SUR V-ACE5, Air "o 0 r.); Oren U... Act car sc P4 i", to Is Typo 'ryps* G I "A V Otl I AW A th Ti It Om 1 (i m G1S+ . y Type Shade !;iLL- EF1 I NO I Wi r)dcjw wi rAdow 20 r�)() 2 metal -.1 Me t 1. ;1 i der 0. 65 11 90 0.77 Q. Zq Wi n dow a 2 mootdil dwr S1 i der n..I,S 2r OC) 90 0.77 0. 6* 200 MINIVI-IND 0.21 4, wi ndcsw -.14 71? moltal ,!timer 0,65 20) 90 0.77 MI NIBIL I ND 0.29 t- A V I NO 111111,1EILIND 0. ;611/ wi ridt')w 19 2 Me t. 'fA I i der o. 6w, 1 i ';0 O� 77 Q:�4jijjjjr,j:j 0.66 7 wi r1dow dwr i tJQr 0,45 110 9'.) t). 6% .1 - s t �.A n Ll ;.A r C'I 0. uj M e. t'dl I iei1,r j:) 1 91) 4). 77 0. 65 11. 0 S d Cj r U "I 9 wi n (I r1w I mwt";A1 U :i vior 90 +).7'7 (").65 �Iqjj 9 0 X7 St.ovielarij 0. 64 !.r? Wj. vidow 49 a I S1 i dot- 0.65 '�90 90 1--).,77 f cj Sta d 0.66 .11 wi vi C1 ow 4R 2 mptAl 1. S'I:i CjRr 0. 65 21)0 90 0. 77 n a r a St -und..ur d o. 0,166 I 2`� W J. tj 0 7-1 rA Ma 9.1 i d a e- !�'I i dor (.1.65 �'i 77 S to n ri 4% r Lj 0. 6e'? 14 Wj. ridow 2 motAl S' I i d wr 0 6T5 2? 9r.) C).77 0 4, P; :2<)Cl '77 e;.LjAnd.Tjr.d Q. 66 1 "S Wi ridow 6 2 mpt;kl S1 i dewr 90 C,,, 0 200 90 Standmr-tj 0.66 1, 6 wi ndrjw 4R 2 1 dor Q. 77 0. 6 Fj 20 90 OV 77 Staridgre.1 0.64) L'7 Wi i'tdaw 49 1.5 M if) ka 1. S1 i drair 0. Wro 90 :itmfldlxrd 0.66 10 Wi ndow 0 2 PION t- al 01 i der •20 Q 7? 0 6v'i 20 90 1) 77 5 t .1, n da r -,l 0.66 JUN -14-89 L-JED 1 E : 13 4156:324771 P . 0 9 "JUN 14 '89 17:2© HOFMANN ----P. 10/14 .71, W.; -1. EI-4ERGY LJSE" ................ .V11 yl - M; !8) 0 .. . . . . . . . . . TmtaA -a n p r en p 1:)!is e d (., C) m P) i t i Rd ri vt . . . 114 (Au Its old IwI . . . . . . . I)u Qlf�:: c I u 1:4 ......... ..... ..... ... .. .7 .......... D ai. �v a a 9 ..... ... . •..... .. ffly STAMPER . ..... ... . . HE','AT INO A. c f 1.3 i P j. t irk I T.. . .. . . . . . . . . Y 2 4-11-9 DeAtL% r.) m p irartr0 14 t t M I CROP try FI-10t-Compq n c. ....... 5 �3 . 4 :t M'! P 4 4 • 6 1. Field Chock/ Datw Z 1 1: al :V! ;5- 'tl :r-, n! IV: V., :to WG ll; �t! M. V: !Aft v 1 P. fit W. Y19 :w t 'I A Tarr VIEWTING. PtA/c DLOO ( R A S T V A ... .... .... ..... .71, W.; -1. EI-4ERGY LJSE" ................ .V11 yl - M; !8) 0 .. . . . . . . . . . TmtaA -a n p r en p 1:)!is e d (., C) m P) i t i Rd El,l rjt7 1251 r 3 72 19 7 0 L :i Y,t. ng Y4,vw 4-11-9 0 00 5 F, ....... 5 �3 . 4 ... ..................... 1 - F39iml n rj a, c) mp I vji VIENP,RAL 11\1FORMAT-101,1 C, 0 r -I J; i. i Qd - F I ocw Ar i: a 0 h 46,';'ole :est' r:1t.t i I t3;. 'Ty p Sincjlp Fi.tmily di g F r c.) ri r, :1 6? 1-1,t A t ;i « 1-1 Frorit Pacir)L j U RIR C`2 V- C) -f- 1) o i n LI P, i t;, w . . I I cj E,,g E Skori,-,45, W w fa t, h a r D,ta t., A r F1 Co r) !,,,; -t-, r t -,i c.,: t L C.) 1.1 r y m t� m r oi; E-.+ t. i 1. tj i m , 0 . n C:I :i 1- ' 0 IIQ d V D I W (n g 6 o ot V, i ITI: 411" C" S,j 0A b Q fl— E' ) Ulitiz:ing PwrcontaqQ, .. Avwra1 .jo (,-'Qi'L;0nqf Htj,:j5jf,jt.. . , J. F 3481 c-( 46,1 2, 0 W -f 2 -f Areo Vol ollm., o o ri., m r fUn i t -, Ty's)w 16970.) 0Q')1 1 j. ot ett i. 11 f 5 () 151 Z "d ZT :tyl 6861 't, 1 '9 J U N - 14 - S 9 W E D I t-, : 14 t»+6 nI. Fjp firtc i at I van't 0 L. i IS t cs OIH3wudot15 ;1311n38 wool 41568324771 P.io C tm d - Zone 'Typo i t i Rd El,l rjt7 L :i Y,t. ng Y4,vw J. F 3481 c-( 46,1 2, 0 W -f 2 -f Areo Vol ollm., o o ri., m r fUn i t -, Ty's)w 16970.) 0Q')1 1 j. ot ett i. 11 f 5 () 151 Z "d ZT :tyl 6861 't, 1 '9 J U N - 14 - S 9 W E D I t-, : 14 t»+6 nI. Fjp firtc i at I van't 0 L. i IS t cs OIH3wudot15 ;1311n38 wool 41568324771 P.io 0 t'14 -`+h: • '.JUN 14 '99 17:21 HOFMANN P. 111'14 Proposed Construction Assembly: Residential Form 3111 sntatlou a or e�P r/�� SdamoMn Asenvy MW only Sketch of Cous"c1lo0 Aswmbly Leat of Construction Components 1. 2. 3. 4. 5. 6. 8. Outside Surface Air Ahn SAIck, tv 9n Assembly Type: (ohe* on•) Framing Material: F1 awAng Silt: fhraming Spacing: Framing Percentage: WK4 0M) Wali Weight ! af: Floor Wall =,--'CoitingMoof Vo 0 X w4u, 1S9i6 (16" a.c.) 12% (24^ ox.) Floor/Cefuns: 10% (16" 0,0 7% (24" O.C.) bzside Surface AirFflm Total VnadJusted R•Values: R -Value Cavit�y(�R�c) Frame(Rt) Ro Rr FrttnOng Adjustment Calculation (if applicable): 1 c 1•�r96/100) M Fr%/100 .0 0 a/lbtai U -Value )5)o W N - )IV J�1V54)�'EGA! C'0V4,0,q/NN Fl�RM,Nc, s *d JUTA-14-89 WED 11;>t 626t'1?t'9 1x'..15 .0� Total U -Value 33.-3 Total R•Valuc 04N3WL1d3d5 3311638 binEt l 4156824171 P.11 5 r JUN 14 '99 17:21 HOFMAHN P. 12/1=3--.�� Proposed Construction Assembly: Residential R-11 - WOOD W411 Form 3R poj.�i� a w ey u 8olo�a.rnb,t Ajw►ry Uss Oe►iy ahsttb of Cooetructba Ammby List of Construction Components 1. 2. 3. 4. 5. d. 7. Surface Air FU m i� . . Ammbly Type: (check one) PFaming Material: Framing Size: banning Spacing: Framing Percentage: (oh"k one) Wall Weight / or: PIM Frarne(Rt) WWII Rw42,12 CeilinvRAof Woo x --�— / (O it Wa}1: .15% (16" 12% (2a" ox.) F1oor/CeI4n�� �„� D09to (16" o.c.) 7% (24" o.C.) Inside Surface Air Film Total Unadjusted R•Values: Froadng Adjustmcnt Calculation (If applicable): R -Valve Cavitymc) Frarne(Rt) O • /,7_ Rw42,12 C7. I Re Rt t o x ,as ) ♦ t 0 122 x ,l5 _ ,a 1/Rc i•(Pr9b/i00) 1 t Fr /100 'Total U•Val e 1,09 1 Ifrow U-Vnluc Total R.Value r 9 iSibi F,8bY'bi'9 U11J3blyelJa� ?JB -11n38 WOij jUN-14— 9 WED 1x'.:15 415682,'4771 P.12 JUN 14 ' 89 17: 22 HOF IANN i4flfbog, P. 13/14 - ENERGY COMPLIANCE REQUIREMENTS INSULATION WALLS CEILINGS . ...... KNEEW4L ...... 0.0 9 9 0, RAISED'FLOORS DUCTWOkk WINDOWS DUAL PANE., NO SUNCREENS* INFILTRATION STANDARD MECHANICAL REqUIREMENTS PLAN L5kQ;uA HEAT,PUMP MINIMUM H.S.P.F. OF(.J, AIC MINIMUM S.E.E.R. OF PLAN' HEAT PUMP MINIMUM H.S.P.F. OF A/C MINIMUM S.E.E.R. OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R OF PLAN HEAT PUMP - MINIMUM H.S.P.F.. OF A/C - MINIMUM S.E.E.R, OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF - MINIMUM S.E.E.R OF PLAN HEAT PUMP -*MINIMUM H.S.P.F. OF 'A/C MINIMUM S.E.E.R. OF 'd I yl I QIN3we:�7d1 j3lina8 wo tl.4 JUN -14-89 WED 1 E. : I E. 4156824771 F. 13 p f i to n #* a ti In h fv• i rq4 Sol �Ir . . . . . V• 1n-fi j:)n o . . . . . . 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Inu I T1 f0t"' PLIK-14-89 14ED S1 ;C11 6861 't'l '9 1t' : 17 b3-%n3e woeij 4 15 EI::-:: 4 7 7 1 . F. 14 .r r Z v U) 013 n v o o -1 MM -1000 C O m = _'I m 'O (D -I by s 1 n Z: C —1 n m n = , < CD Er' c� ° ° r i'. 70��0� m acn.� m Z Dv, 0 = O v `.�. ° 3 nCD M m r° ° Z_. 0(D m Dn"mom O O,N A CD 0 D n Mm o y C (DD mOca mmmco =-sem o c` c �, <. 3 O w ° Q (D N 14 -1 3 N C m. e D O V1 •� 3 7 V y (D Z 1 = D O vZ� �' —oO t� o =r0 O v � w x- = `C D � G N .-r u'NO0J Q S A d 0 T U)mv(D OZ m 2 O (D .O 0 fv (D .. N s m j O VDm-, 0) 0N a' n fD 7 Zcn o° anO=�� ° ' fir° 2 w C/) O D O 3 cD77 ° �' CD m ( '"""�'•-..,.--.....� { :• r. . • . , ..,r X45 ;; STATEOF CALIFORNIA - AGRICULTURE- AND SERVICES AGENCY DEPARTMENTYOF'INDUSTRIAL RELATIONS N> > 1$10 OFFICE OF THE, DIRECTOR CERTIRCATEFt OF CONSENT? TO"SELF4NSURE THIS IS TO CERTIFY, That HOFMANN CQNSTRUCTION' CO..( a. California corporation) has complied ,with the requirements- `of the- Director' of : YndustrW Relations* under the provisions of Sections- 3700 to 3705, inclusive, of the Labor Code of the State of California and is hereby granted this y . Certificate of Consent to' Self-Insure. This c May, be. revoked, at any time: for good-cause shown. • � + i OAT= AT lswN-t<awHctscar CArNIw. DEPARTMENT OF INDUSTRIALRELATIONS r�r� OF TNt BTATE OPP CAUFORN1A , THIm Is.�DAY or, January 19 77 DONALD_', VIAL o"�°��• ATM y� D. STRUC&, JR. EDWARD M gamer S� f-Insurance • Rewoatbin 'A cerd8oab ob�sent�io �e) ue mmy be rewbed,, Jr� 'of Indo:W Rehttoas at aW, me for:pod`cam after a. hemshm Cood came auong other ddnm tba of the solvemi of w, the laabili�rof the em *w eo iaM his obli�tbns. or the- == . �actioe by empbrer or b agent-la chowe of tbe�tia�r o>%of angr of the-6oibwmst (a) AabituWand as a matter of., ycactloeoasfom-�-'�-i-"+oept or maldu� it aeoessasy them b !be �aV v k F to sa camo tioa d (b his coa�peasation tions=m a di�Lobm mariner; o) Dboha�Lng bfs a� ii a, wcTa.a — ��� .m m.c. ae «: a r a.u,;a.,�: a: o� io:+D deali�Rwtth him,!' 0701-d Labor.(oda) rum OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Spiro Daskalos ADDRESS: 489 LaCorso Circle CITY & STATE: Walnut Creek, CA 94598 IMPORTANT: SEE INSTRUCTIONS Tune 30, 1989 DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided to building on adjacent lot. (Bldg Permit Appin. #1632-89BPEM, Receipt #41019, dated 5/23/89, A.P. #21-02-18). Owner: Hofmann Co. Building permit fees paid ---------------------- $809.50 Retain filing fee ----------------10.00 Retain plan checking fee --------- $261.50 Retain energy plan checking fee--$ 15.00 Amount retained ------------------------------ $286.50 Refund due----------------------------------------------- T5723. Plumbing permit fees paid ---------------------- $ 90.00 Retain filing fee------------------------------ 10.00 Refund due-----------------------------------------------$ 80.00 Electrical permit fees paid --------------------$116.50 Retain filing fees-----------------------------$ 10.00 Refund due ----------------------------------------------- $106.50 Mechanical permit fees paid--------------------$ 60.00 Retain filing fee ------------------------------- $ 10.00. Refund due-=---------------------------------------------$ 50.00 Refund energy inspection fee-----------------------------$ 30.00 TOTAL REFUND DUE ------ ----------------------------------- $789.50 TOTAL $789.150 live ,and that this claim is true and correct as stated. —� q I, the undersigned, declare under penalty of perjury that the services or articles claimedVebn perfoZle Dated this ... .�? .................. day of J i,i ........... , 19 rS1.. at.�.l�� :.��. .......... Calif. / .......... ....... ................ Signature of Claimant I, the undersigned, hereby certify that, to the best. of my knowledge, the services or articles cited above hav been performed or de- livered and that there is a Budget Appropriation ❑ or Specific Board Approval ❑ (Check one) (o t e s Dated this 30th June 89 Oroville dayo! ............................I 19....... et .............................. .Celli. ...... ..... ..... .:...... ......................... .................... epertment Head or Authorized uty Dep`' (� Exp' 4210500 Cg st Permits Code..........44Q-QIl2............. Code ................................................PAYABLE FROM.......................'............................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. �i 12a �5k4.t65 i `-189 l ��so C:�,rc tv W4`0VU GVLeIL CA . qe-!S`t?' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICk'230N AND PERMIT /73:MIT y J/y ASSESSOR PARCEL -NUMBER �- O�G7 ZONI G gyp BUILDING PERMIT O WNE TELEPHONE SO. FT. OCC. BUILDING VALUATION 300 4 o{ ' R• I ING AD RESS' CONTRACR'S NAM TELEPHONE 42 CONTRACTOR'S MAILING ADDRESS Fireplace f 1 1, 000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ If 10.00 LENDER'S MAILING ADDRESS Permit Fee $ El ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee .$ IR PLUMBING PERMIT Filing Fee 10.00 7Z C4,e.,-v,6ee 6g - Each Trap 2.00 140. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping V( 5.00 ' Each qas water heater or vent 5.00 USE OF STRUC E ,ice SF[_ SFDuplexMobilehome❑ Other _�L1(� �Q� SPECIFY Gas piping system 1 - 5 outlets 5.00 S Q Building sewer b.00 Mobile Home S I G I W 10.OOea TYPE OF WORK New [,Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: j j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 j Main service 600V OR LESS 100 AMP OR LESS 10.00 1 11)457) Main service EA. ADD•L 100 AMP 1 2.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUslnesS and Professionns Code and my license is in full(ifforce and effect. License No. I 3 16-7 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. (DWELL IN P. 1/20sgft OR ADDNS. ACC. BLD NEW CON5TR U TI.OU E 2.50 ea NON.RESID -BRANCHCIRC 5 POWER APPARATUS e SINGLE OUTLET cIR. EX. OCCUp(OUTLETS OR FIXTURES 20030Q SAL030 FIXED APPLNS. Ex. OCCUp. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee S o 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 V 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 Filing Fee 10.00 Heating Cooling oZ Hood 3.00 ' Ventilation 5-A 3. permit Fee = 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree t saAindemnify and eep harmless the County of Butte against all liabiliti judosts d expenses which may in any way accrue ounteq of the granting of this perm't. 3— 2� 8 Ci.n,stsai Date of Applicant - owner El Contractor [I Agent rure 8� 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 $ �� TOTAL PERMIT FEE $ occUP. CONST.TYP! ISCNoo FLOOD PARCE PD ND l9UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W.. YELLOW-ASSESSO PINE -INSPECTOR. GOLDENROD -APPLICANT fY. jw 965 FIR STREET • CHICO, CALIFORNIA.95928 0 TELEPHONE 916-895-1422 ROHS ranclerson molls CIVIL ENGINEERS June 27, 1989 Mr. Spiro Daskalos Ken Hofmann Company P. 0. Box 907 Concord, CA 94522 Subject: Duck Club Structural Design Dear Spiro: Enclosed are three copies of the structural calculations for the Duck Club buildings. These calculations are based upon the preliminary plans which have been stamped and signed by David T. Lennon, RCE 31891, and we understand that the calculations have been done with Mr. Lennon's full knowledge and consent. The information presented in the calculations should be --incorporated into the plans, and reviewed and approved by Mr. Lennon before the plans are submitted to the Butte County Building Department. We wish to call several construction details to your attention: 1. The edge nailing specified for the shear walls must have continuity from the top plates to the glu-lam beams, or to the concrete foundation. This can be.accomplished by edge nailing the plywood directly to the glu-lam beam, or by providing equivalent nailing of a plate member to the glu-lam. 2. The roof sheathing over the Great Room should be solid down to the top plates of the shear walls between the Great Room and the Library and the Great Room and the Dining Room, even though there will be a gable roof extending over these walls from the Library and from the Dining Room. 3. Where there is plumbing installed within walls located over . glu-lam beams, the plumbing must be offset to pass alongside the glu-lam beams without cutting any holes in the beams. Perhaps some of the plumbing fixtures can be relocated to interior partition walls which are not located over glu-lam beams. Mr. Spiro Daskalos Ken Hofmann Company Re: Duck Club June 27, 1989 Page 2. 4. Please note that the glu-lam beams have been revised to be combination 24F -V4, which is a stronger beam than originally shown on the foundation design calculations. This change was required to accommodate the additional moments imposed on the beams by the lateral loading from the building. 5. We understand that the tops of the foundation columns will all be at the same elevation, and therefor the tops of all of the glu-lam beams will be at the same elevation, even though they are not shown that way on the prints of the drawings that we have. 6. The foundation design is based upon soil bearing values provided to us over the telephone by Anderson Geotechnical Consultants, Inc., and we understand that we will be provided with a complete copy of their Geotechnical Report. 7. Floor trusses and roof trusses, including truss girders and headers are to be designed by the manufacturer of the trusses. If you have any questions about the calculations, the notations in this letter,.or if you need any additional information, please call. Very truly yours, ROLLS, ANDERSON & ROLLS (2, ,,--I Ray D. Rolls Enclosures .. ` ..� $pFESS/p v . 'Job No. i 8rro 98 CoQ D R ql Job Name_ NC�Y1Gnn Corr,raon•� �� O �<0z D�G CI U b No. 18.036 m ,., mom, fo 3 2 Dace �/�z BJ was � � s C1V1� \ �` a Page I of 4''S taf� 0'C KJoson ROM CML EWMEERS Chico, California By R , D. R. HOFMANN COMPANY DUCK CLUB sTRue-ruraA� CALC U LA?IONS u 5C - l 56S eDJT1ow TI' U �E� E F-- L=c R TR U SS Es QRS , 2,. iSNEAR WALLS SHALL 14AvC- NAILJNG C.' NTINUMY "t'o Gr LU -LAM F3EAMS oil ToP o F Fou N C�I�•TloN. 3. GA'gLE FN D TRUSSES SHALL e,E I fJSTAL.LED. A,7 ALL INTEEEKIoR SH FAIR WALL -S. Job No. Job Name 14 a nn Co m Ga n y RPiclerson Duck G u 6 6 RPM Date Ce f zi A.9 CML ENGINEERS Chico, California Page 2 of By fs 0 R N m 2 STORY I STeRY �I.OG . N�RTN t Job No. Z/ Job Name o m40 nn Com Date CML ENGINEERS Chico, California Page 3 of 4:5 By R 0 F;,I E5u I L01 rte! G a G�1 � N r ��R 26't BLDG. NOICTH F 1 Dors : R Dov- Co vewi nn 1.5 �4,N Plywocc� 2, 3 Trti�s Soo . M Esc 2.2 L 1 V E LDA Dia R1=10 --p I G, O �PSF 11 .0 PSF Job No, Job Name _ Hci rrrt a n n . Co m M q scri Duc14- C -L-6 6 RODS Date �y 22 �89 CML ENGINEERS Chico, California Page 4- of 4 By R. D. R . • . �DEA� LoP.�S �?oo� � Gvrn P o� r, �•�► on � �h I r'9 I e.� 3 . o -Sh cp+b i n9 I .5 Truss � 3 ,.5 Irsu la-�6on I . S Misc. 2.3 t4.o Psi MYitrio►- :.Si Jing . Sileui-i,tin9 (5hec�✓ Walts� t , c� . rnsu Ick -k a n Gyrxsur�t F3ourd 2.2 F 1 Dors : R Dov- Co vewi nn 1.5 �4,N Plywocc� 2, 3 Trti�s Soo . M Esc 2.2 L 1 V E LDA Dia R1=10 --p I G, O �PSF 11 .0 PSF _ V/ (nab Ce _ P Pte►- .Jcchn 4e'nry Ge>v 64e C®jAv Svi win. Depar-� h4 V-/ind Vel oci4y.. a %5 MPH' 'n vICA kc Pressvrc � IS ASF in w tic C o v V4. 00 Job No. 8>0 ! Ql Job Name __ Ho�marl h q/on DUClr- Ct Date aaf22 Z�9 —T CML ENGWEERS Chico, California Page S of By R . F'1 ywooCi) V (O .-7 S) t . O 14) V../ &a r -hcWa _ V/ (nab Ce _ P Pte►- .Jcchn 4e'nry Ge>v 64e C®jAv Svi win. Depar-� h4 V-/ind Vel oci4y.. a %5 MPH' 'n vICA kc Pressvrc � IS ASF in w tic C o v V4. 00 Job No. Job Name ''�PMoY1n Cep w I:h M �z D� arctic. �I u b 6140ns Date CML ENGWEERS Chico, California Page of 4-3 By IZ OR SU l LD ! NG 'A" - LATE MAL LoADI N (S E - VC/ i nJ cnn No ✓4 1 V_/.�zii - 2n8 s6y y Sheer.,✓ wm d -t tsm Ic : W �I 54) W -1, U./rrd h UVI 8 C% VC1 9 >'ps v M WA 0 6C.V, rtA ,WI 7 H Demcl "o.d 4-V-1 bv -tv►-y I -C, he-ov, �Vor a.0 I -Z o8X9) C3g 'ZQ> so -7 0 -Z _9 a-7 16s 954 �� � No hofdown I�,virrcl. 12� Job No. 6505?a Job Name 4Co 4pnn a m n C� m a a..�s q/'xiomon L� u cl- cl u b 6 jqll� Date CML ENGINEERSChico, California Page :7 of. 4-3 By FR D R 15 U l l.L D I N G "AN- L..ATI: F,?,A L Lo A t> I te! G -�U LCI adi1�0 on 0Kik Wa II -- t 'L'� !S=�=ry wheat- Wau + w� lCo,l/�2 tbs V (o, t 4)(1 C../ 15z � 3 V-/ i ncl p �2. 2 s4�9��1z) C . 08, 23.4. P = 4; 3os Ids �' • n d uJ A Co n c I s C] �, is Y). Use �' --s h / wit 1 4" c n n o r �h 9a. rine, ueaW . /z u� 15 01 Bol -6e a' oc m, K. pI y �, ?p I i eea�i a ri i 5 reel, reci �o,i �Rre wabi �1�a: ►'1ai IIn9 yr blocl�� a��,lrca�ierl C5 did e q, Job No.RCAS Job Name �' -Phn n y) Cor-nC§2 n u qson ���Cti /SS CML ENGINEERS Date Chico, California Page 8 of 4-S By Q. BU I L.D I N G 11 A14 E. — kk/ Lid t naJ on ta° ► 1C/� �g o ' 2 - e,►%Pib 41 h 2 t� 5-�ary �' h �e ✓ tc/c� � 'Z Ce�� Lo n� 9' I�m:Cc �1 (121 32X.14) + ('zeo \U .m 2 2, 2 5 1 lbw v r C©,t1x22/251) c 2, 44g 16-s W 6- W VIJ - s F" _ [(,2,-2s )(I2) +C4, 54 (1 z, 23.4 4-C t,C a,f!:)12 165 wood 44-1 C:'O 2na 156VY Cnao-vow wa U on Por -+ori , DetcLd Load 4-r1b u i -m o/, 4-io Sk ea ✓ wq l 1 0C-"2 F oor 3,432 g� S!o2 i�s Job No. Job Name F"+o o h n Com ria vl i A1IXIer5o1 Duc-lc. c► b aoAs CML ENGINEERS Date CO Z--=,!2 Chico, California Page 9 of By _ R P R f U I L. D I fes! G "/�u — L l�`i� FSA LOAD I N G ori Soo 4+) Wall lI o�P 2-Sizery Ror-ion 88� 2 7' No hal�cwn rec�,v�r�d, 2G � i T=11 + S.2�] (i o. s4}�Cz8Xz3.4� s P= H , 2 I o i ►.mss IL R y wood wac !�'t � " i n � v }� u.ta 1•� <o �'� 2 - �� r� � ✓c9r� to � U �G /• �U z i n bo I+s Z 0'.-, o ✓ Piz"qb s 3 i ► 1-b,®16 0- 2 �\off , r 04eac4 Loacl -E-r 6 u A -v vy +a s hr-lav- 'W-1 a� F I S✓ ar .54-5Z ►©j�Cml lbs t Job No. gnd�P� � Job Name 14042mel hh C�rV1 /,, _ /a. CML ENGINEERS � � Date 9 Chico, California Page l O of 4-3 By D R 6U I L01NG "A"- LATERAL LroADING S -W. Load+n9 0� Sov} WaU off' 2-S ry �o✓ ion % r -- No o I do�.vn recty l re'd . R -o cl so I,r J 61 oc 1 n. . cn a✓®%�s 212-d S& � w4wo %v i 1 ch- . r smell 9a lc and 4-rvsr. o n ry �✓`k"' A+'- j A "C-11 (owe✓ e4�o r�J o✓ pl a 4-G) --v 4c s hca r u«" w 14 a 1 m pvcn L50 on_Oba z Q 024-14 4:) C e Job No. Job Name H evpr"a nn cram pnn !.e Puck GI u 6 s acing CML ENGINEERS Date roez Z" CCaliforniaico, Californ Page l l of By ESU 1 L D I N G "A" — L-XTe F, L•_ LOAD 1 N G - \U L.oaJ i n9 on -,Soo4-k wn b1 : Tri 6 u4 r,/ WI'd 44-% , z 28ll Sc.Ism f c ; W = ( l 4)(32 ) (2e) '1' (1 •s�(`�) (�x9) V 90 VVInd P= Co,2o4 l b� = • Wind e.on�� ��. c�e.�1�s� F�L c 235 I6&/LL..F PI ywood Lv; 4" ®n zo u W n e%', I i n q G u- a m be -aa wts . Diad Lc acl ---r610u tv y 4-o s kea✓ W' -A ld Rom Cs�( 4-) 1c l coo✓ r I 2Ci� t I � 2'8<0 4,23.1 lbs (roe Zo4• kub ¢z31 (("o2.04) (5') —�4Z31x•13) TD = 32 16.-% 00, k o W a w n ree,o { r e. cl - W f Cjr.w'M 11 w i L) Cldof 52* Job No, Job Name !- e3GIa n n Ccwm Dar3u CML ENGINEERS Date Chico, California Page (2 of— 43 By R D R P -.;,L1 l LDI NG N LATC-RA%L_ LCI,�DI NG So u4 -k L octJ i nn n -i-c,-; ew " s h am e Wn H TO c . ac� s® nd --o!Sry h4e-vs we, pi w. 141 C o ar 7r vn 10 1 y1. 1 e sw 4w vy I;' v 0'A I . Seal s ren (c, W 4)('19,X S:I) 4-• (4, S4 )CSG x9) V-/ Ig,� lbs 51,16 ez? V nd ' P � (3a�9����� +(4,� �3�� 23.4 P "=nvior" �� Sher:>Y wa U Q ou.i, �o�icla sol ><� blocI.�; Pow, pie p�a�e +� �c✓! ri:cl ow �i � ®�' . `� �(�o✓ .' o n+ b arICA eo(9e InaI I Plywood -� b1®�i�th � � Job No.— � MICAS Job Name WoPmewn C �o YY1pon.4 rui moft son Duch GI u b 6 ROHS G �30 /� C CML ENGINEERS Date Chico, California Page .3 of AS By S D K BUILDING "A4 — Ll 7e FZAL Low. D► NG Die'acl L...=od +r Ipv 1vy on9 sl�lcc�✓ uta in 2nd :56 rty; Wet M (5xLq3o� w- G46 ii e4 ' _L8XTfl7 TtJ � 504-# Usc Sr rn � p1 � 47 p 4-i e. c W O CI _...:�._-s _ _� �►` �s�-:. S-�-ov y.. _ �n i -e vi o✓ � Y1 ea ✓ lcla �� G� �-��e: 2Soq- �L c 20� ( L f✓ I :24� 154owy N rn -e wr a ✓" W. U.bo I -Vs Job No. a �J 0 ®J e> ROILS Job Name 4 cAm-' o n n G-'+om vca n V grlle-on Du CIL Cl LA 6PONS /30 g 9 CML ENGINEERS Date / Chico, California Page , of By R D E>U I LD VNIG A" — LATERAL_ LoASDI NG �5ou tfi Lcx:iaJ i ort S `� �v� rnca�'►a 1��a 1� I.CIa 17 �Co n Ddeoed Load -i-r� b L -=rte -Io " i 4e ricve" 121 I onro I.k"r u�a U i n (— S- w� Rm(4-)6zY,14) = G-72 = 132 2 �4-o I bs 8 TD TV 12� Use Si ni�o rj H D 2A Ao i dawn a 4e,-*" n.J wl fb+ 3 X s�-vci ram i sir�l� s�ry �ir�-;or1 0-P 4+e- 6vi Wiel)f G s rt oai o� prx� IS i Job No. a!!!�O 5 � AOo SIMM CML ENGINEERS Chico, California By R . D. R. BU I LD I til G �•" -- L.ATSRA L L.00&.D I N . In s �I s-i-►rxa P 4P p Icy o+- s i n9 si,avy Wali W cl w. DQfl m em6e— {v 4-o l a 4-ew a n cl 4-6 t cc�rn 4-o--se� 4X lel =cc I r q %�Cs.�e n �a c l s Use. I/4, S p I =-o lore tad - na'� l yw®od �-� bi oeJe. s ne 4::or -H►te cmmn -i-i ✓e I,avt 44n o4r- Z- hl®=I&+n,O< -.--ich-nmiI 4 -op plate. w 1 1 C..d � �oN s� �� , �',✓ 8 len �, . �/2 N mood W1 Ph 8c:1 a �" ed c: Ytc� i I i OA 1"� Job No. S�✓098 Z MOM Job Name I o ano Comp -env rw K10sOn CIVILDate Z92A5 Chicoico ENGINEERSERS California, C Page I CIO of BY E3U I LD I N C "A-4 Lc)/6.—DING ISIor Log8I►'1j; on &a -s- \.4/,AN -- 2 Spry P6, -4 -s -=n �� n �v►- sh I.t1� 41 t �►-; b -ice �. Wr = . 1.( 1 ismrc. u./= (24.X►���14 � 4-(4, SSC t V r I, x�,9�) = ��o Ids Wind 54ro. 1O . L. = l Z a y �.00c3 �.ei (i-%, �� �. " o►'� 2nd nea ci L,o a oI Rom Lu �-X►Z�C14-) �9�C ► 2� C 9 � -1,14 I Z - k cA ✓ Lua 4,=--71z =It2 L 1-7 Z I32 1 /-7 '1 Co I hs �34fo Z M •. (B54< -X5) (I Z)(-'rD) Q' 71> LJse _7�.2 Floor T►� A-nC.ko✓ ecs e.nd off' slur I / wa 1�1 � �I qty � the . �. F-� D 2A �ol�ow►'1 ea to V -571 C.'1 ¢ o 9a Yah c c� oc •. o ( e - i n Ipo 1 41c�►�y Co rC r e t -a c�✓� a ori we.19 V► s 4--I �o W/L. F 4.3 S L F rc.q,u i reJ -�a res 1 s%• v ! I — o . 14, Job No. a�J O15 1 Job Name 4o a n n m ria n- q/ -X" f1tjG1.� C_IvL SiRoft CML ENGNEERS C Date w f 3 > A Californiaico, Californ Page -7. of 4-3 By _ B U I L I N G "A" — L/47`r-_RA L LoA D 1 t --4(S N or4i L c;,mcd ii ro v n Een-5� VJcm M —,-Z Skoyy P.1w4 icw7 (Co h 4 1= i yz � S-%ayy S h � •e wen o -, Ti -i leu � by W (CA 4h -w- 140 1 . . / +(t 4 - 4 -Xi -4-) C� VI = 1 14, r'4'4a lig v©, tt14,r,4o) Isco lbs `rl./i rtJ z ��- I �4� + (I 3,o8�tCo� 23. 4 2 P,/. t . -4-a _:z-, l "ZL-r- L = ISI L�Se �Z" {�yures� /8•c1.. �, �" o f7 �1''ST Sto,� • i �n �10o✓; _I)G2) CC -9 (-3)CIZ)CII) ES04 • % _=4o z 39� r., =.� 'lbs <08o l bs Job No. 8� O Job Name k C)IpM a n n Cormya n.v qn r -per _DuC .-- C!u6 sBOAS G/ �O/�9 1 CML ENGINEERS Date Chico, California Page of By (2 OR -F-2>U I L DI WG A, " - Lt4-TF--FZw&4,L l.._oAD i N G �a✓`� road i ny pn Ez;vz� (�c/��i — 2 wry v-�,°on (Coh ) -_✓Y��s` I'1 ✓ lt./a Iii d �� �► I v - �.a asa Use :01m fvzari old w147i, 4x4- =fid . I -e4 -in A40ch, p dpz i C:!>✓ ��-vd Ca. Hca V -"A S CJcO►/• Gh e�� �. l � - I a � 6� ►� �Y �w-�-, � I l �d 1� w, 5� ea.✓ �� i•1 � 3 33(0. l b.� S Pa n = l o �, (Nta � ) prom o n v- e �q e� L.: (2c>02 g ooa moi-- lhs Mca)pc (iM V n1 rn o wi cv1 } 4::;%v" ve v 44C_6d I I o cec�_s :. � M z ► 000 1c�� � 12� �� ��--1►� At1owa61 Momevli uyI [a�-era (C'-Qjlt H z tz� CI �w/.�1..33 l-74 t2 • 20/ -PO-% .-lis Is -'1Lg % o4:"' a 1.1o�. /.dale. �btG 1I l�u96 Idole =ri llej -fQ, 15w&"?f 60 1 -- cess n e.4- cx r(t-A Icy l 3 % — son I I ©. 1•C., Job No. � F�DAS Job Name Com j2a VLA./ gsOlrf DvC e- cls b sWas CML ENGINEERS Date Chico, California Page of .By I U I L 0 1 N G `tA'" — L. A'Tr_- KA L. L.©A D I N G as n9 c n +o r>, Po r%1 o n 14 P� g©X'23, 4 = P 8-72 I bs « 3245 I6A 2nd ��-o►n� �%1e�:✓ ldla H O, 1L, Acid ► o r'tct j s=x Posed a rep, i, �,� (s� o vy 6:v 46 S F •�, P = -Use, Si.rnpson MSM 48 .�f' -tic Aporvi ham.Jev o�-11050 cldo✓ �V. "p la o� M k eekv- VaA li • 13 5 Job No. L� Roft Job Name LIQ- na n n M ►hex VI / q/7 "Son IDuc-L Glub 6R01� Date �0z� /g9 CML ENGINEERSChico, California Page 2-0 of 4-3 By R D R e>U I L'D I N G "A0 - LATEf2A L LvAD I NG, No v h Load n9 o r� Wes - V/6.1-1 2nd vy S%1 ea r WO VI -fan I 2, 9� alive 4=1010v 8' Long :She -Ar- s fi sm,tc WIC 4— (4, s4)6!Vz)(9) (3.29)C24�9� V/ _ -7, 394 1 bs- V ► 1X7.7, 394) -c 1 bs, \(/r nj P.-- Ka+ (4.54.1(c, s5.4- P = 2, 3s3 1 6�XF ywAod .4 ui i -in, SDC na t I i Vj �a C' hoV"I 7.4V, va I -S ' vas we," u.s aIQom, L 45 -uJrt 4- ecxcln unci seo r wq I2' -hront ct-- wInclow 4-4; -46-- �,�inclow ... Rood'4412)(14) C-72 I t Job No. S 15 CD Job NaAS me I-�o�rnc�nr' C� m R+ R Du c t� c.! Li b 140 5 Date CML ENGINEERS Chico, California Page 2 of 4 By D R 13UILDING "A"- LATeRA-�L L.®AD1NG N ov�'1 (.._ou� i 119 0 ✓� �,C./esi- tiC1u �1 1/-732 Use Simpson -4SA47 -4y-ap Corhec�ov= �rvt 2nd ,-r-ary 4-o co l u rn n r1 Qrs4- S 14 heaclue e=we .v oavatic a coo ✓'. U m pso n ST 2 2 SSr- la - i a 4a co n nca-� 4-x 14 h e clew -}tea :s u ? Igo v4 co (v r» n s r Use OroPson LC --S44 -,=,,- LC�54<,- coIomn i7ars e_ds �o✓ oe tret c coop cal urns ,. �1 ode Nea I .tau Pl y �;,, 4-a 4-x s nr u-� 54w, c3 e 3 �4::�r V! w rJ -�k o �p '! 6 y P"'+ or► . Job No.g 9�^9P� � Was Job Name 1444 -6*nn Com P2ry O V ole- C) V b 6 ROILS Date �Igo%9 CML ENGINEERS Chico, California Page 22 of 45 By 1z'O R BU l L LD. L NG. "A" -- L.%TE—= F;?%^ L. Lo A D i N G N o ►��%� Loa cl i r9 \C/a I'l . Loa► n - S 1 n9 l e S+WVY 4ES-he-e✓ I, 611 s. (:5,- 1c; L.,19 S4wIsm rG w C24 Xiaa)(14 4- 0 G Xscry ) W = 33/ 149 Ibs • V �o, �C33, 149) 3, �4G 16.s V./t n cl P t P �� 02v I bs ,• • l,C/� n d C.o n�o �s ci � i� r1 . '�bN Plywood ��o� C'' fou an .3- IOr (ons s h ea ✓ r,,va U s i n 4e. s-Inj'14.54 ry po r4 -i o r) P4--acl Load -i-n 6AM rry - . 16 h qrA-.t ✓ wa b1 fmoo s ( IoX 1G)C 14) = 224o wall C9�C1����� �. 8►0 l 330 3 9 30 1 las 20_ 1 o� 9' No yolc�ow�°? I'�t�u i real, to I Job No. �� ��8 L�A gel Job Name o�'m a n n G�vr� c o'D.r s EDu`ck. Club 6 Date / �d �S9 CML ENGINEERS Chico, California Page 2 3 of 4-3 By I>U I LOING LW — LA77-,-T;?.,AL LOA, DING N - s Locr.cA 4S4=r-,,-- P Mv-k c .vi . 4-o 1-is4-cbry peg r4i o+n , 23.4 P = 2,24 I6 -s 22) .. ��,�, rc. 1 � i �� �n-�►-� is . /4" s l G- o" l ©n1 441 I c1 nn i I zz " �-� r� - -i-he h''�f -i ve P P �9 T �✓ ►o lend 4+1. i Job No. asROM G Job Name �o^�'»'► A x11'1 Co m 12Qki ..> ApIPf CML G/ Date 3o�g9 Chico, California i Page 24- of 45 By R D a I L 0 1 NCS A L®A reRA. L LOADING d' -=4 r a Pk v-44 I c2-etci I nj . S 1 r� 1 e �-�� I� r-�i� v`1 — t„� t n ri �o� �u � � c°� � ✓� . -24--7 I 6v�IL LZ (0Z'4-72(5riO Na► 4-1%:. l(ce's i� io �► o� t,vA ! lsei A4 i R-ovldp, sp) icrs n' Fri Seeona '56ry R6 rkor) — Wi nct G,m4yo 1z =I-esi9n . -321(4 (4, 5 A-X3-� 2 W c t 'zz, s75, �4 -7- lGd u�c`r1®l! Vza H L1a/I -a. U.1 u1-.tzpi FuV 'r �S' Lj+,�i vu! ash I ,5*-/;O//oy.o a Fvell zz I Ct�1�C •��s- z) I� em .e.VZ�y �a� ^-AMtn9 tA+ C101 Pia �? m/A s a:3 uo MoD IV c 1 eu Pd Lit i M Pool nx 1:=i ng� 4=1 I Z L I + (AS'ZX 'Z � P.ul/-A Q -t S)l .I � 1 ;b � (,oma ���(i � � �) �. � •,� S91 oSL'S _ PA C6�)CCzp 1 + Icp = L fP''/-A /-"9tnj!-1L ; 11ern 1.*n: uo : rTiL/!FUI� s -N � >v i dodo -1 `i��d'"I �- ,,4� ►, `� N t v -1 I f14� Q A8 VIP, ;o aBed eiwo;ileo '03143 o v, ozea S®Otl 9 1 LbSi Jd eweN qof Co C �� °N q°f Job No.ROME Job Name "C>Q"s n n Cam DQ fn... qf7 'SOI1'7 Dv�l� C1u6 S Date _ CML ENGINEERS Chico, California Pages of 45 By R . D. . E>U I L O I N G "0; — LA,71—=FZ..AL LOA D I N G N –S Lotacl in on a -A5 1ja 4l 11 1'7 Z3 l7�-��� t 9 8o4 Vocal IoQd� or°r C-�Iu-law+ b�.�� �maxirwu►�,� v . _ ._ .A11n�eabl�. M.om�n�- w � i-6� 1.01-�Y� I �oc��.t ✓� � 12 t`io-e "«� halms._ �tl�►. � W¢ Ixa 4- reed u eez i"� 2, n e.�- C , ✓ rl by 13 p/ — mr4i l l ®. t�. , Job No. Roms Job Name o mann 4=nMpan4� DUGtc GIuE� � w � �89 CML ENGINEERS Date Chico, California Page ��% of 4.3 By �. . B:IJ t LD l N.G w 8`.' -- L/-N-.:1-TERo© l.._ LC�AJ>I NG Qv-% F-As� U/or I t _ ( Co iv LaXA9 V -1 .r -v✓ Poor - - _._........__._._.._.. _ ..-. _....__........ ................._..... _......... _ ... - ... _ ...... � ..._.___. __......_................. ..._... _._-._...._... I f VWI x 4' x4N Seca vi rig ; pu4c u r._.d cr 6cl+ 60 d Leo --i n 6o 14- i�hea-d � washc,✓ . *4" �A 2 eo 2 - -4" K I e A/S� Ty*, I I I Weld hol dawn 6c,14- -i-ca pia4,e/ 4-yp Job No. a9 CI) aED Job Name H4=4: 't4=n rs Q n7cxvn Glc. G) u Date Z3a45a Page 2-I96 of 43 RI7�5C]r7 6 BONS CML ENGINEERS Chico, California By -- i� . D. R . 15U I t_D 1 N G `� CSN -- LA't"�ISA l� L.. cp^- O i N G N- S Lor A i ng o n Gr"r Room •- U hra nt/ 24' 1'5/ 611 16s V z (a, tt C�-X4�� �-CI V/i n,8= P c ��5 X ,1. S) +- 2.'25• -7� - •1� �3� -{- �-7 X:5- 4-)] (23.4) .. Wind can Is c1 esreo- r7 A 'C>eccd Load -6r b u 6 ryr 4-w 4-. 6 ---�k mm e w- 6t s FZ=oP . ` C4-)(4 -S) (►4-) = 2S2 w� t1 Z4-7 6 M C2 4--t o. Xq) — (C'S.t G X-.. -z T'U TD 4.5- / Use Sirs pso n 40-7A 4olciowna.c:�i -VIA a s- - u8s (2 camcil =►-4J. 3/a" Pl y wood w +h r i 14 . a _ srJe r. Orem Roo m — Lr burry x ¢ sivds C-ncl Coe nc.+I IFMA c4lre y A-6 btu-Idw+ p lade via MlC'j 4-0 Gfv- I a m °'/I Cock G,'44 -S64,qe.✓08. 'C>eccd Load -6r b u 6 ryr 4-w 4-. 6 ---�k mm e w- 6t s FZ=oP . ` C4-)(4 -S) (►4-) = 2S2 w� t1 Z4-7 6 M C2 4--t o. Xq) — (C'S.t G X-.. -z T'U TD 4.5- / Use Sirs pso n 40-7A 4olciowna.c:�i -VIA a s- - u8s (2 camcil =►-4J. i Job No.rift a90 S L Job Name ma nn Cm acr n R/a1 Duck Glu 6 Ross Date CML ENGINEERS Chico, California Page 2 of By N -S LoQcl in9 on Grp-% Room — Li 6v-mry Wgtl con'-�, 5248 l cn. m beta m: 447 ', fZ•3149Rs2a9� Ver•�-� c� I l ora c►�► on Gml u -lam beu m % C4.X► C.� _ 4 FIcoC4•)C I �) mea rvi = 2c> � ¢2S—Ili/LF M C42s)C-7. s2) 2159>s P -16S Allow�bl� Mcmeh% wi� I��.��,1 (oad�n9 s �at-1 z �123.,X»2o�i I � 33, � 2Co� I"i4• �-- (las 12 •' • 1.2. ,43� � �-16s is 48/ of a bl oWa%1�. No-� ;. 1Zoe Co r` ilecl hole �r Ne o 61� r�vices nc4- a. req 6,• 23; --- --s-4-i o 4. v-. Sce cie-� i � on Page 2-%• Job No. a, L� Job Name o in in CoYri RnnY Rr1r1 'cad O ue--l< GI u'b s Rof . CML ENGINEERS Date_�_� Chico, California Page 30 of 3 By FZ , 0. FZ . B U I L D I N G " EV — L A-iTE FOAL. L©A D I N G N -S (_oaclin9 on Grew Rim -Dining ��m Walt. Tri Luiz, r/ V/ S� i sm i c W (-1) (377 )(14) +" (9X3B)CI 4 ) + G -i w = 1-7, oos V 4-6 -i 4-) - (19X 4,54)3(zs,4-) . Wi nd C':nni rn Ls cle�i rz, 4 16 u 1l G C4 n A; I s 34 0 1=0 �-}•� s i cl es .=P. bo 4-k off' +h e G vii- D+ n i ri Room wa 1 s 5-�uds e.��� end.:one..side naI �et� C4 (v 4 C91v Wall late. Iro G- l u - (O wl 4W IS -6 a vecl . c�cl Load 4-n b,) #Y -v/ 4 . s' sk ea. ✓ wa ..i 7-M 16 4.5 Use: Simpson HD -7 A Holdown c,I end 4-, S' shasr wetwa, L/4 -x 4 M;--U(ls C �c e. Job No.ROM Job Name I q n n C•om ►tea n q►ICIEV-son Du c14 Gl u b S Roft CML ENG VEERS Date Chico, Chico, California Page of 3 By aUILDING .tt13`1 LAT-R,,b-,L . LyF--DING N - S Leva cl i n9 on G rc-,:4 Rc2om - Di n G2S4- Momeniej 4-n Glu -Ic:;,m Ixeum 3 70 2514 �/er cq i 1 odds on G 42 S I >,-/L-F='- C P6 -2-9) MQ1,t 'Z, 1-74 -P4-16�s •'• 14� 29� �-I6s �'� ( P.a) 29) szs o� atl0wdn61e 'hl a� e: 1 1 u �I ►-� ((enol h 421 4+ e. r1 e� et rem b,, 23 :s4 i 11 0 • le , S�is►^'�iG. fit/ C2-� ��<<���14�. -} + Coq -►X1 W — -7i -7 31 ► bs v ©. I I )(7-13 I a I (4-,-7) +- (S, �C44- (4- 4-7 02 44-12 16-s 450 1 2" Fi fScl na i is a v stdc Pence 4+&. .S� -amu sh ✓ ".uabI Wl4x4 si-vds c4 a c�► �ci , �1 ywoa3 ria i I cci c� t rcci�ly �o Cgl u - (� ►+�r • Job No. Job Name 4a4-:M)Qhh ii w K*ws n Du <Z.h Cl u b G RONS —��3 ��S 9 CML ECGWEERS Date Chico, California Page Z of By SU l L Dl N G "Su LATEFzAL- L©/�•C� I N G on W. ii (con4) Dec,cl L.,a.1 4-n 6 u l" ,,, T -o 'Roo -P : (44K5 . S) (( 4) F= 1.=>o r Cl o x5.5) (11 wa �1 0 o x 9-) � C-:�-) (s(g-) 24.-7 2 s. s :s h 10111 wa t q CoD S 810 4q -6o (2,4-72X9. oe;) s•5 TD o 2� 7. 16.s U se S i m pso n H D SA H4 o 1J,=, w n@ as ch a r1.cl s h C-0 r wo Ll,�4- x 4 .s+ud s 6') each cnd4 . Loads less on c►n RD Com+l'u-lom 6e -nm Job No.9^O.9 E� � M Job Name H otm G n n Co m t n .r R�'1r'Or7 Quc C.l u Ia 6 ROM f 3� /g CML ENGINEERS Date Chico, California Page 33 of !4!5 By 0, R. 8 U I L.. LD I N G r' B" N - s Lc�cr cl i. n9 ©r) W,1 4-c�- en Ar" rssns4- V/a Vi T'r; by 4-w r�,P, UA-ai +-h 12 n j Co nlra Is es.!O ri ; s i-,1? `� 2 , s 4- 0 2 )(4,S4) (-Z-9 4) = I, a," I bs 2 �L z 19 4- 1 bs/L i= F -I y wood w i 4-h Gd, n i 15 Gv 4-u on wa I I oP W- ha i (Pr;I -�C' G+ I u -1 a PA 1eW wt . Dead L.oa d 4-1 :'v �n w/ 4'a E0 4 W6 w 5 h en -VI p47 n a I. .t q oo-1 I bs 1 64S X001 �•5 Use Si mP son Irl D2A 14co lc�cuBch ch cnd o� 9• S sh ea ✓ wa VI 1�4-A4 -' - s aa.l� encs . Job No. ROM Job Name Apmavin C"nmpa_lnv _fluff. GIU6 G _3Q /� � CML ENGINEERS Date Chico, California Page 4' of By It DR. .aUILDING "EE6" — LA, LOADING N - S L.c..nd i n9 on . K +�.►, Tri by 4-m,yI wr d 4-h = 2' Ares vles� welI I `'"1SX4 C 44 eln.d 441.1 na t (s k0e4s;- WdR d of L- an N a i I pl.YWOGJ -�o L U - l.4wl 0✓ not I p1a--e Jry GIv-1dw, q/I (id Q. jZ4 4, t4) 20 t S2 0 l hs —Cq-.33xTP `rD $ 4 low lbs U� S► meso n H D2A i-6W,=,wn G� each et'nj o sh ca: ✓ W06 i w�3 x 4 =4-ud s (Z emch exid . Job No. 8� . Job Name H c Grr►a n n Comp n�l M M310 son Du =I,- • C.l u 6 S ROHS Date �/5g 1 8 9 CML ENGINEERSChico, California Page 35 of -3 By R D R F.3UIL01NG "F3" — LA`1"F—=FA L LrJAnING — tel L c=NmJ in'q cn N o ✓ia-t k /a d'I o� �<1 .�'►en s Tri bo4-uv>' _ -7. la. C X X> C x )C )C Se Ism fc. - 4C�' � 1. t G 24 14 �- 5 ? , i G � 2 , +( )XZ4)(9) V,/.= �1 (o. t4X4994) X99 16;,s \k/► nc) P C4XI 4) 911 16 J • �,(/' i r1 c� C.a n �o � s c1 �.� s'� n . 1 4 � S' l_o n� w� t- P�L_ s <,-,-7 I bs ILS -'• S -i -u nc� a vd �2" �y�sv ►rn wc+ ld t��a � co►'�.stru c�o✓t o, IG, D=aci l oc=a 4 tA.Za I� - � o � �• Lam. � � �(t4: sX i4� � 14-s3 l(,/a �1 ��X14• ��C9� t 115 12&2 2 CP2E (6z 9 -1 I Job No. - 42 2) S Job Name 0Q"Wrnn Ckowp2el•.r RI"1 Son Du�l.� club 6� Date c;'Z30.z8 qCmc ENGwEERs Chico, California Page of By 1z D 2 Q U I L. 01 N G `I B" — L ATs I N G - W Loc,<A i n_q an Sa u t 1.(/a► I'I o�p K (-�-cheh re16u4-ary w id 4 - l o, I Z' is. m(c W (io.+�X-L4.��►�a-� +�S�C�o. �Z�C��C3� W Co, -7,z4 16 s V (©. t 4)C(�Z77 2 4) -W 7Lr- 11-2-2,4 16m/L-I= YZM Gypsum u!a l I i�ou�►-� Sd q --N a n c� of o �daJes (a�oc,lc.ed � or. �8N PI ywood "�G..d nca i is �. (2pon. 5cu }� waUepi Mai I p 6i- la. G;lv 10dw %UZI (:Nd. S 1Z� . �a >Load � 6 v r/ so L) 41 vain �,I �� j=zoo-P 1253 WC, ��X i2.s�97 I .o ► 2 324-9 16-s 324'9 0) I No ko(80wh (2,S' r- Y)• rev I iced,. ')6 ®, +`7)J(2 s, -> s l a 7s 16s 12, S` l t./a 0 Icvv5 44� 7Lr- 11-2-2,4 16m/L-I= YZM Gypsum u!a l I i�ou�►-� Sd q --N a n c� of o �daJes (a�oc,lc.ed � or. �8N PI ywood "�G..d nca i is �. (2pon. 5cu }� waUepi Mai I p 6i- la. G;lv 10dw %UZI (:Nd. S 1Z� . �a >Load � 6 v r/ so L) 41 vain �,I �� j=zoo-P 1253 WC, ��X i2.s�97 I .o ► 2 324-9 16-s 324'9 0) I No ko(80wh (2,S' r- Y)• rev I iced,. Job No. S90 ca ft, Job Name o a n (:=;owt GYa Du c IL G(u 1-� s RO®5 � / CML ENGINEERS . Date �C�Zs�! g 9 Chico, California Page '57 of 4-Z By R . D. R BUILDING "E!�' — LATERAL_ LOADING 0✓1 W o✓ �a �1 0� �►' lrea�- �p� rn - -i 614-ziry 4c!r 4, I �. S �►�,d lS� SeisrniG W= + + c� x32> 824 1 I bs Y -I cl 4- SS4)(14.5> l l 1 'P •1 `2, � ��. lbs vii►' nv corlTro i s ci�.�. d� v1 , �2a Gy�sv m �(./a L•14x+c� rci ��c>1 C� �-�`� o n N o ✓{� �,cec► I.1 a 12i� Did Loa -d 4-rn' 6u 4-zm vy -i- ti o✓i-i, wQ I I a �p c-ve,.14- Roo m x 3Z (sO 2 5 9 2 Fl oor I )(32)C I 1 >= 352 I o, 33V, 0 l bs 11 --A •*- Ix'vle-l WO AC40 uw rl rev 1 ✓c.� . ll' Job No.8�09a Job Name 6a''imc►nn Com rx� _ qMIEWSO" 6 ROS Dm00% ��9 CML eNGw�s Date � Chico, California Page 38 of 43 By R . D. R. a ILDING ''F.3" - LATT-=RA-%L LoAEDING � - 1.C1 Load ►' r1 ort N o run.Wa se -'I sr, fc- ; . w (7. 4) + Cs)( -7. W 3/ GSI '16s . (4. S4X7. S1 CS -SA) 2 J Winj con4YcIs c;e�Ic�h %, S' lLl@t I'1 Lev%o H -i 141 1►� ��c.._ Gry peu m wq GI baa rd \/sJ 01 4" Q rICI c= i 1 eta. es / II O ✓�-}r't �./ct l�1 0� LI blr-a r/, Na i �a-tt�-elI --o Gr'I u -to ►vP "' t G CAI 12" e o�C�1 4-- o 6 U y% zsn enf/ rzoo� : (-r.$)(-,.$)(,Q-) C 76-7 1=1 oa ✓ S %. SXR � S� Ci I 2oI3 Ibs ry 20 I � oGO m 7S MNI ( l 0C'0xe.03") — C'ZlO13X.3.-1-S-) — (7.S XTP) T'D = 2-i 1 lbs Slmp_-.oyt 14DZA, kV 00. 0. end o� wo, U . ( H r� ��A r s .74 wcs4 e10d Job No. g�0 `�S /C Job Name ��o�mc�►-�n Corn�✓�,r qon tIcL GuL. 6ROIl5 Date _ "� /89 CML ENGINEERSChico, California Page 9 of 3 By E>U I L DI NG " Ey — .LATFFzf,.L_ LOADI N G =n Sov}-k UAq 0 0P Li (�ra�� Di.n1 leaom Tr 6v4-u►y wrJ-1 uav-i e s, SO4;---.rn r`c. ; W = C-7. S --XI X14) -i- (1 Sx IC..S)(t 4) +(14 4-) + C4)C (c..�) + w �(/rnc, f +2-�5 )� �•7� -i- .G',L�`�� + C?'12'' +' ����4��(23•4) 4/ I9I Ib� V -And covi4-yo 1%.. c es (Sv') 2 - r7 . S I WM II sle R y wood A Rs i n So'j n a i Ied c4i✓e.c L�1.. mad F=4 00 ✓ , ISol!> 2 0 CD(: �' 'X --t -Z-75 1 t✓��'L. `0/- CIj nn ► ! s . a 4-" cin -in WaUr. IMS' L�brmvy 14 -�o Glu - a we ; "7,s sh—✓ plrtiirt� 1200 m) v `'`'� i rel V/ s eat ✓ C-7, SX -7, -7 6-7 2�0 l 3 k..v4 W i I bs �M ; 9(:- XS —(203 31S)-(7,-c,)(To) 'T'T� W. 1 /55 1 1" Job No. 8098 AOQS Job Name 14 o:rn a n n Co m rx,.,,_ . A son Dt ►e- (=JA b 6 pow CML ENGINEERS Date ��� �, �� 9 Chico, California Page" of 43 By R , D. R. BUILDING F-?--," - LA,F-FZ.4-,L Loa.DING E- �U Lead rtq o n S,� u �C /c� b i o4�' La' %ru r y Di n t Use SI rnpsori i- C>ZA 4o Wowri on 441c e�:,Ts� encJ c e . S' s% eco ✓ l,Vn I I i n - tom �o u wa f -I c p— L 6le-Mv e (An 14[>7 A a4- 4a Wes evil-) Roc 0 2)�-1 , &� (14-7) = 2Coo Wal e9 s' 09x.7, S7 C ln7 �o �7 FIoaV 149 2a:% �M TD ,c` Rao M Cco n + �2o�Co��,o�� --(I �49�3.-15�-�-1•SxTD� 1;5x3 Iles tl� Use 4D2A o down on �6e VJes4 -eric1. o -P 4'1 C. wad i ✓1 i -h a zo j -4 uu,a m =p +.;I c - D1 n I r19 u 0-7 A *zX is 6 v4- 4ka e►,18•) tl� Job No. 850 � Rcws Job Name Ho on1"1 CaMjlOhy. IA Glc. ciU6 6QoUs Q/8 9 CML ENGINEERS- Date Chico, California Page of 4-3 By R . D. . 15JI L D I NG "EP — L-A7-EF:?,Al_ LoADIPlG - W L i ng on So U }� \ L/Q 11 tet=' L. i bt�-rr� s Divi FZco m (ca h Q, Ghcc� Gonhec�-kris i -o �r��- �oom = 4 n e- C3 rem4- P,7co m vim l �3CP V-A n.d = .41, '3 1 Pr- 2355 I6 -s 'Pray td e. ;-r e - ✓ 12ae� 16s .-. u 12 4-:sPlIcea/ ted I2N -4-a ink-ermed�a�e m e►ti► baa. S�ttc s on 1�9 4-2 -ors P i n94 -m Ila+ 4*rl L . I U Job No. 5-5 O CJS Z a J Job Name Hopmann (=orn, pQy1be too q DLA c L G u 6 Uh Date C;p A9 � CML ENGINEERS Chico, California Page 4Z of 4-3 By FZ.R . . U) IL tL o� U � z2LL ozF�3 z tL to LL > Q J 19NJ OL 4ZJ-W z T a �. VA 9 — 061 40W0 J JI N r� ?o 0a "� � J n� a ell! aj aIs � V) z � -o Q �- N e = 2< ILV103 u Z a J too A- Uh 0a "� � J n� a ell! aj aIs � V) z � -o Q �- N e = 2< ILV103 u Z a J �o A- Uh � 0a "� � J n� a ell! aj aIs � V) z � -o Q �- N e = 2< ILV103 u Job No. ��8`� O 9Z 3 � Job Name t-T0Emarin <::6m uq*ny DUGI� CIu1 6iROdS Date G z ! S CML ENGINEERS Chico, California Page 4-3 of By I� E5UILDING I'e" LA -T" L LOADING �,�/ � ��► o, 2 S )�Coi ;- (1 I)(G> + �4, s4�(3c �� C23.4� WW -7 -7a l �� Nay I -dor pfe%4� ispi rces w a ✓tcl c.®n o &-C: - k-ea.clev. 6e'::?Wtz '-a GoI urN n s LU r i-, st m PSor1 Pc si- W =�� I +24x2. s) -I- (24X$-S<(Z3. 4.E V1 = � w I S 4- t6.s�Lr- MMR l S--Z'4'?.� _ I I, �+-- I ►�� CT Na ► I +C -f> PIa�-- splices W i A -k G ®IGcA ne I Iz ca ►�.� � cn r, n ec-I- h � � �� i�ycct w�. � � ca I � wt v►s wI4� iImPOO VII ' ca* . i f/ 'pFEsslo Job No. 8� O`� pQ� �4. 1 k, c. pp CF L Job Name �G �.P 6� o� t o Olt -A O.A C-0 � A Date 4/ 2 "ti / S `� �� �v/3 0 ��� No. 12435 'Pa1 of 1 \ EXE' 3-31-93 A 9e ¢ i 1 D Qr-& L..C>/i (J S i 1 � 9 / i 1 � 1 1 , 1 i � i 4 i i o i _ • { 1 tzAOT- T-" oCZ- ICAS Cs`ML ENGWEM I' Chico, California rte. e,(L. •,ylF p C `T�c1tiSs.�S i C'tk T . S ► O \ KG. � ..'� . GAS'. �3c� , . 2•z � _ co,3 PscL Job No. Job Name �CCr-ti WO,F Mw_k '1,V L1L CLt� C'b KOvwaCzAr\p ti.% 6 ROft CML ENGWEERS Date Chico, California Page z- of \ i By Cr- C' (L p°1V.aG I o 1 fi t C>Mm-Ara\'L.? 1 1 e U l o L e/, F P C. - i 1 t V -1 -.1v -AI-.> 4h.rr., 4_ CL C A N �c r� CLUE p<-, ctR�') 1 F't,ACi�. V /�Po2 F3AC%CL� Cr✓2 /�.�.+•\7 \2" oR GCz->A�+ciT`. vw►rJcf2 •- - � - _ • R�o2 SL.iiaC3 n1..1�C(E. ��Z'" �x(�►.a.S�O�.,► M/�tT(z,cL�W�.. `JQ�T���L.(�M -LAOCZ S�.•f�� /,�►CJ aVMY�ATI�N LA - t_1$ 7- t !E�~ cJvc,,--r \01.7 , \.r j %T %A p` 4 F>A2 L vo y 9 3 i � } i + � 1 1 f { 1 s ' 1 o � r t_1$ 7- t !E�~ cJvc,,--r \01.7 , \.r j %T %A p` 4 F>A2 L vo y Job No. �� CO `5 $ Roft Job Name 1cru-j%`� ►n✓�N�:\ ia/x�ersori Oy cac. C".., — CML ENGINEERS Date {° �30 �"�� Chico, California Page 3 of L 1 By F-- C (-L PorL-r r►a T MA-LLoR.. G✓acUZ, G,W— Gol.v c•�►.+..� frac 0104. /,l.\,o w zoo C� 5 �t 20 cc. cz.� v ...Ys A T L.o �► Z S.vc- M �O ���(�,��� (3) ,105` ,..►-„,E�/v-r z U Z\i. 2 ' �� S c'� CLo J�.�.� raT �O t•►S l Z” D cLt�� w T to 2 - 4 /St'2.. 5 C�IJC1�• +Ate( \+� �3O'Ta^o . Job. No. $'� O a Job Name�r� �o'r-t+nraIvV- . i �Jy c.�c. Cl,vf3 �ov�Pt�T�o••�. S 6Oft Date CML ENGINEERS a Chico, California Page - of l 1 By 1E c- (L SG).1,"CL OclirV' a 6 , ! I € € ` 4AFS a a € _.. __ ! _ _..e,�•..�C.;rz. Cv.�►c� . �.or>c� - Czwott C ► cod( �o.�� �\ 3 �.� /ter Sk ICD M%'►4m— z 3'1 Z lL. / r I ASSQNl%(L, G.o�.►Tt VOVS Izo�r.,r.>riT�o�►.� W1TV� G�l.VMM.S u f s . ; � _ ._ r � /LTA` � � �,/� T O CLloo'(L C�.l. tLv ii'T �.o �•+� 4 r = �a �o�t rL. 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Job No. S� O `J Rrx" Nan Job Name �-��-► - �►.nA�..►�"�' aglow C -I - Q C3 %J,> J *A 0 KAT l 4z . 3 CML ENGINEERS Chico, California Date l By e,CZ ' Page 1 \ of , i :.C3v��,�t�G .C3 fz�u.-►nl�T�o� L.✓a�eouT ii *7p' i } gTIfP. - - 10� MAX _ _.. ; GoL-, - Fo.�No�ro�-► gc�fa� � r • ;. r ANDERSON GEOTECHNICAL CONSULTANTS REPORT to THE HOFMANN COMPANY Concord, California GEOTECHNICAL REPORT for THE DUCK CLUB Butte County, California by ANDERSON GEOTECHNICAL CONSULTANTS, ' INC. 631 Commerce Drive Roseville, California JUNE 1989 File No. 2365-1 June 27, 1989 Mr. Spiro Daskalos The Hofmann Company P.O. Box 907 Concord CA 94522 Subject: The Duck Club Butte County, California GEOTECHNICAL REPORT Dear Spiro: ANDERSON GEOTECHNICAL CONSULTANTS, INC. Transmitted herein is the Geotechnical Report for the proposed Duck Club project to be located generally east of the Cherokee canal and about 1 mile south of the Gridley-Colusa Highway, in Butte County, California. The findings of our study and recommendations for design and construction of the project are included in the body of this report. Geotechnical reconnaissance utilizing a few test borings relies on conformity of material between probes. Oftentimes during construction we find this not to be the case. Therefore, in presenting this report we do so with the understanding that we will be allowed to continue on this project by providing services during construction. Such services would include fill testing, engineering observation of foundation construction, pavement area testing, and utility line trench backfill testing. Most sincerely, ANDERSON GEOTECHNICAL CONSULTANTS, INC. 631 Commerce Drive, Roseville, CA 95678 • (916) 786-8883 • (916) 969-8883 File No. 2365-1 June 27, 1989 GEOTECHNICAL REPORT Location and Description of Project 1. The site of the subject project is located generally east of the Cherokee Canal and about 1 mile south of the Gridley-Colusa Highway. The proposed site is bordered by farm land on the north, east and south, and the Cherokee Channel on west. The site is approximately 1/2 acre in size, and rectangular in shape. A general site plan for the project is shown on Figure 1 in the Appendix. It is a reduction of the site plan provided by The Hofman Company. 2. Our field exploration was performed on 19 June 1989. At that time, the surface of the site was covered with light grasses and weeds. The site was relatively flat. Based on visual observations and the test borings, it appears that 3 to 4 feet of fill was previously placed on this site. 3. The proposed Duck Club consists of 2. lightly loaded; single story structures. Information provided by Rolls Anderson Rolls engineering indicates that final grades will remain within 1 foot of those existing. The proposed structures consist of wood frame, 1 story construction, and loads are expected to be light. No basements or underground structures are anticipated. 4. If any changes occur in the nature, design, or size of the structures, the conclusions and recommendations contained in this report will not be valid unless the changes are reviewed by us and we are given the opportunity to review those conclusions and modify or verify them in writing. Purpose and Scope 5. This Geotechnical Report, prepared by Anderson Geotechnical Consultants, Inc. is intended for use in design and construction by the engineers, architects and contractors involved with the Duck Club project. The purpose of this report is to provide recommendations for site clearing and grading, allowable bearing capacities, slab -on -grade construction, drainage, and utility line construction. To provide these recommendations, work was undertaken which included site inspection, drilling and sampling of 2 exploratory borings, laboratory testing of selected soil samples and engineering analysis of the data. 6. Our professional services were performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties, either expressed or implied. ANDERSON GEOTEEMMILAL ILUMULiAn 130. IM. File No. 2365-1 June 27, 1989 Soil Conditions 7. The 2 soil borings drilled across the site revealed relatively similar surface soil conditions. The site generally. consists of a 4 foot layer of soft to stiff silty/sandy clay�(Previously placed fill) underlain by stiff to very stiff sandy silt and deeper silty sand extending to the maximum 15 foot depth explored. 8. The soil profile described in the previous paragraph is generalized for the site. If soil conditions for a specific area are desired, the reader is advised to consult the logs of the borings, contained in the Appendix. 9. Unanticipated soil conditions are commonly encountered and cannot be fully determined by mere soil samples and test borings. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra costs. 10. The location of each test boring was determined by pacing from locatable features. on the site. Hence, accuracy can be implied only to the degree that these methods warrant. . Expansive Soil 11. Laboratory swell tests indicate that the soil has a low expansion potential. Special grading and foundation procedures are recommended to minimize the effect of the swelling soil. Specific recommendations are contained in the Grading and Foundation sections of this report. Ground water 12. Free ground water was encountered in the test borings at a depth of about 3 feet below existing ground surface. The surrounding area is a marsh and we would expect the ground water to remain near the ground surface throughout the year. 13. Water level observations were made in the drill holes at times and under the conditions stated. Interpretations of this data have been made in the text of the report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, season, temperature, and other factors. 0 ANDERSON GEOTECHNICAL COnsuLTAMS. Inc. File No. 2365-1 June 27, 1989 Dewatering 14. Excavations deeper than 2 to 3 feet below existing ground surface will probably require dewatering during any time of the year. Geology 15. A discussion of site geology, seismicity and soil corrosion potential was beyond our workscope. Grading 16. Before grading begins, the site should be cleared of all organics and debris. The surface soil should be stripped 2 or 3 inches and removed. These strippings are suitable for use in non-structural areas only. If strippings are used in landscape areas they should be compacted to 85% relative compaction. If the surface organics do not appear to be to heavy at the time of construction, the upper soil may be disced and recompacted in some areas. � is decision can only , —Hi"" h'Pa mrjP by lt 17. Due to the unknown condition of the 3 to 4 foot surface layer of previously placed fill, we recommend overexcavating the upper 1 foot of clayey soil from building pad areas. The overexcavation should extend at least 10 feet beyond the pads in every direction. After completion of the overexcavation procedures, the exposed ground surface should be scarified at least 8 inches and recompacted within 85% to 90% relative compaction, at or above optimum moisture. If any weak or deleterious materials are encountered during this process, they should be removed and replaced with properly compacted backfill. The overexcavated material can be used as fill provided it is free from deleterious materials and compacted in 6 inch lifts within 85% to 90% relative compaction, at or above the optimum moisture content. 18. Areas to receive fill should be scarified 8 inches and recompacted within 85% to 90% relative compaction, at or above optimum moisture. Fill soil can consist of either native clayey soil or import fill. If native clayey soil is used, it should be compacted in 6 inch compacted lifts between 85% and 90% relative compaction based on the ASTM D1557-78 test method. Import fill should be compacted to a minimum of 90% relative compaction, based on ASTM D1557-78. All import material should be approved by us prior to transportation to the site. 19. At grade or cut areas should be scarified 8 inches and recompacted within 85% to 90% relative compaction, at or above the optimum moisture content. 3 ANDERSON GEOTECHNICAL CONSULTANTS. INC. File No. 2365-1 June 27, 1989 20. We expect that the native soil will , be excavatable with conventional grading and trenching equipment. Any cut or fill slopes constructed at the site should be graded at a gradient no steeper than 2 to 1 (horizontal to vertical). All cut or fill slopes should be trackwalked upon completion. 21. It is probable that the surface clay soil will be saturated. This wet condition may cause pumping and general deterioration of underlying soils. Therefore, some construction difficulties related to moving heavy equipment on this site should be expected. Building Foundations 22. It is our understanding that you would like to construct a shallow foundation system for. these structures. Due to the : sli htl a ansive oature- of `the a ive -soil;, we recommend a einforced cut-off_perimeter foundatiori�wit_h-'isolatedrinterior-footings and concrete:slab-on-grade The perimeter footing will act as a cut-off to minimize-the-lateral`migration of water which can cause undesirable soil expansion beneath the slab. It is important that the perimeter footing be continuous around the entire building to at least the depth indicated below. 23. Perimeter=strip footings should'be embedded a -min imum of=18`in`ches into the prepared building .pad. - Isolated_ interior, footings -should be embedded, at least' 12 inches. Perimeter footings should=be-aaminimum`of-12-inches wide andisolated-footings should:be-sized-according"to'the 11a_11 llowable bearing capacity: "Reinforcement`for"the'footings-should-be-designed-by'a struct ru al ongineer based on the aticipated load We recommend a minimum reinforcementof2 No4 barsop and bottom due to the sligh ell potential of the soil. 2, 4. Footing`s bearing in'compacted'or^natural- o­fill mayzbe-designed"using'an7 allowable bearing i acityof 1300'p s.f.-for-dead-plus: live -loads. This value may be, increased -.by. one-third. to account"7 for+the short-termeffects of wind and/or seismic loading.:Due to the'soinewhat unknown° condition"`� of,th per Seto 4 feet of previously placed�,fill, rwe stress the importance of ox observation of ""� Slab -On -Grade 25. With. a perimeter cut-off wall foundation it will be possible to utilize an interior concrete slab -on -grade. Due to the slight swell potential of _the. soil, the. slab should be at least 4 inches thick and reinforced with W6x6-W2.9x_W2.9 welded wire, -fabric.--The slab should be underlain by a minimum of 4 inches of crushed, washed rock overlain by a_10:mil:thick ,moisture membrane and 1 to 2 inches of clean washed sand. The in place moisture content should �be a ifie'd'by us prior to placement of "the slab underlayment.l Some flooring systems can be damaged by high moisture contents. If the proposed floor is sensitive to moisture, we recommend testing the concrete slab 4 ANDERSON GEOTECHNICAL CONSULTANTS. Inc. File No. 2365-1 June 27, 1989 moisture content prior to floor placement. 26. Prior to the placement of the vapor barrier, the soil within the perimeter footings should be thoroughly soaked so that a high moisture condition (3% above optimum) exists in the top 12 inches of the subgrade soil. Soaking may be accomplished through the use of sprinklers, flooding, or any other means available to the contractor. ' i Drainage 27. Proper surface drainage is important in the development of the project. Final grading adjacent to structures should be sloped so that the surface water drains away from the buildings. Final backfill placed adjacent to building foundations should be free of construction debris, properly compacted, and sloped so the storm or irrigation water is not allowed to pond or rest next to the footings. Utility Line Construction 28. Generally, we were able to drill our exploratoryborings without difficulty. Our experience has shown that if we -can auger through material with hollow stem augers, it should be excavatable with conventional trenching equipment. 29. Shoring or bracing of sidewalls in excavations may be necessary due to the shallow ground water. Trenches which exceed 5 feet in depth must be sloped or braced in accordance with current OSHA regulations. We are not responsible for design of shoring for utility trenches at the site. 30. After the underground utilities have been installed, the trenches should be properly backfilled. Native soil should be used for backfill within building pads and pavement areas. Native soil should also be used 10 feet beyond building pads and pavement areas for utility lines which extend outside building lines and .paved areas. This 10 foot requirement will create a plug to prohibit rapid lateral migration of storm or irrigation water under structural areas. Beyond the 10 foot distance from the buildings and pavement areas, native or import may be used. Compaction of the ,backfill should be by mechanical methods only. Jetting of backfill should not be allowed. 31. All backfill should be compacted to 90% in landscaped areas. Compaction should be structural areas and 1 foot lifts in landscaped relative compaction within structural areas and 85% accomplished using 8 inch (maximum) thick lifts in areas. 5 ANDERSON GEOTECHNICAL CONSULTANTS. INC. File No. 2365-1 June 27, 1989 Limitations 32. The analyses, conclusions, and recommendations contained in our report are based on site conditions as they existed at the time of our investigation and further assume that probes such as exploratory borings, are representative of the subsurface conditions throughout the site, i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the probes. . 33. If, during construction, different subsurface conditions from those encountered during our explorations are observed or appear to be present beneath excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. . 34. If there is a substantial lapse of time (2 years or more) between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we urge that our report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. This report is applicable only for the project and site studied. 35. This geotechnical investigation did not include work to determine the existence of possible hazardous materials. We should be advised if such an investigation is necessary. If any hazardous materials are encountered during construction, the proper regulatory officials should be notified immediately. 6 ANDERSON GEOTECHNICAL. CONSULTANTS, IMIL. APPENDIX A Site Plan Field Investigation and Laboratory Testing Notes to Logs of Borings Logs of Test Borings File No. 2365-1 June 1989 / Approximately%lrmile r to Gridley- Colusa Highway Proposed Duck Club I ANDERSON GEOTECHMICAL COMSULTAMTS; IMC. I M Roseville (916) 786-8883 NOT TO SCALE Grass Valley (916) .273 -SOIL Figure 1: Site Plan File No. 2365-1 June 27, 1989 FIELD INVESTIGATION AND LABORATORY TESTING Two test borings were drilled on the property under the supervision of an engineer to determine the type, location, and uniformity of the underlying soil. Relatively undisturbed soil samples were obtained as the borings were advanced, the purpose of the investigation being that specific design criteria would be obtained through the testing of the samples for later use in the design and construction of the project. Logs of the 2 test borings, graphically depicting the materials encountered, are shown as Figures 2 and 3. The maximum depth penetrated by the borings was 15 feet. The borings were drilled with a Mobile B-53 drill rig, using 8 -inch diameter hollow stem augers. Undisturbed soil- sampling was accomplished with a. 3 -inch O.D. sampler driven into the ground by the force of a 140 pound hammer dropping 30 inches. Relatively undisturbed samples were sealed to preserve them at their natural moisture content for later laboratory testing. Laboratory tests were performed on soil samples taken from the test borings to determine the physical and engineering properties of the soil. The results of penetration tests aided. in the determination of bearing capacities. Relatively undisturbed samples were tested for their swell characteristics and shear strength. File No. 2365-1 June 27, 1989 NOTES TO LOGS OF BORINGS The lines designating the interface between soil materials on the logs of borings are determined by interpolation and are therefore approximations. The transition between the materials may be abrupt or gradual. Only at boring locations should profiles be considered as reasonably accurate and then only to the degree implied by the notes on the boring logs. A field log was prepared for each boring by our field representative. The log contains information concerning the boring methods, samples attempted and recovered, indications of the presence of various materials such as clay, silt, etc., and observations of ground water. It also contains the field representative's interpretation of the soil conditions between samples. Therefore, these logs contain both factual and interpretative information. The copies are on file in our office. We must emphasize that our recommendations are based on the contents of the final logs and the information contained therein and not on the field logs. The final logs presented herein represent our interpretation of the contents of the field. logs and the results of the laboratory examinations and tests of the field samples. The boring logs and related information depict subsurface conditions only at these specific locations and at the particular time designated on the logs. Soil conditions at the other locations may differ from conditions occurring at these boring locations. Also, the passage of time may result in a change in the soil conditions at these boring locations. LOG OF BORING Baring: 1 Project: 2365-1 Date: 19 June 1969 Elevation: 60 Water depth at completion: E1. 57 Depth to caving: unknown ELEV SOIL SYMBOLS SAMPLER SYMBOLS USCS Soil Description Remarks Samp.le Density Moisture DEPTH AND FIELD TEST DATA Number p.c.f. X 60--0 ......................1 ............. CL Dark grayY soft to stiff, to' Silty CLAY with some organics and sand (FILL) 57.5--2.5 Sample swelled 1.05% under ]1%6 144 p.s.f. stress. ML br;i -66a* brown', very stiff, Sandy SILT 55 5 15/6 26/6 34/6 52.5--7.5 SM Brown, metliurn Cense to tlense ..water on rods at 8 feet. Silty SAND Water ocompletionlow 50 f0 40%6 47.5 12.5 45 15 Boring terminated at 15 feet. Figure Number 2 ANDERSON GEOTECHNICAL CONSULTANTS, INC. LOG OF BORING Boring: 2 Date: 19 June 1989 Water depth at completion: El. 57 Project: 2365-1 Elevation: 60 Depth to caving: unknown ELEV SOIL SYMBOLS SYMBOLS AND FIELD TEST DATA USCS Soil Description Remarks Sample Number Density p.c.f. Moisture X DEPTD H 60 0.................. CL Brown and gray. stiff Sandy CLAY with some organics a'n'd'sand (FILL) 10/6 Sample.exhibited unconfined 57.5--2.5 96/6 compressive strength of 0.75 t.s.f. Water, rose to 3 feet upon boring completion. SM Brown, very stiff, Sandy SILT 55 5 52.5 7.5 50 10UT Boring terminated at 10 feet. Figure Number 3 ANDERSON GEOTECHNICAL CONSULTANTS, INC. Legend: Symbol: Description: Brown and gray, stiff Sandy CLAY with some organics and sand (FILL) Gray and brown, very stiff, Sandy SILT Brown, very stiff, Silty SAND Brown, very stiff, Sandy SILT 3 inch Modified 5%s California sampler Depth to caving Notes: Symbol: Description: Water measured at completion of boring Boring terminated 1. Exploratory borings were drilled on 19 June 1969 using a truck mounted Mobile B-53 drill rig with 8 inch hollow stem augers 2. Free water was encountered at a depth of about 8 feet during drilling operations. The water level rose to 3 feet upon completion. 3. Boring locations were paced from existing features and elevations extrapolated from the final design schematic plan 4. These logs are subject to the limitations, conclusions, and recommendations in this report. 5. Results of tests conducted on samples recovered are reported on the logs. Abbreviations used are: DO = natural dry density (pcf) LL = Liquid limit WC = natural moisture content W PI = Plasticity index UC = Unconfined compression (psf) pH = soil pH (%) -200 = percent passing #200 sieve (%) SS = Soluable sulfates SR = Soil resistivity (ohm -cm) Project No. 2365-1 ANDERSON GEOTECHNICAL CONSULTANTS, INC, Figure Number 4 CERTIFICATE OF COMPLIANCE FORMS - RESIDENTIAL PROJECT CONTRACTOR DATES --I9 - 89 This package includes the following Certificate of Compliance Forms required for the documentation of the building features used to comply with the Title -24 Standards for the above project. These forms must be signed by the individual with overall design responsibility and the building. owner, and attached to or made a part of the plans. The owner must retain a copy of it and transmit it to any subsequent purchaser of the building. PLAN At PLAN PLAN PLAN PLAN PLAN CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF --11 Project Tit:le.......... MARY'SVILLE DUCK CLU`:; Date ........ 05/19/01 Project Address..,....... ------------------- 7' ---•--•-•-----------7---•------•----------•----- 1 ---•----------•---------- Documentation Author... ROY STAMPER1 Building Permit f# Company ................ BEUTLER HEATING & A/C 1 __ _ _ - Telephone .............. (916) 069-2222069-2222 1 Plan_ Check _ Date Compliance Method...... MICROPAS? by Enercomp, Inc_.. 1 Field Check/ -Dame Climate Zone... , ....... 12 •--.•--.-.- 1 MICROPAS3 v3.01 File -HAS Weather-CTZ12 Program -FORM CF --IR 1 User #--MP 1565 User.-- ,EUTLE R HEATING 'r'., A/C Run -BLDG. r= &B S.. EAST FACING I ------------------------------------------------------------------------------- GENE.i �:AL INFORMATION Conditioned Floor Area...., . 4652 s•f Building Type .............. Single Family Detached Building Front Orientation. Front Facing ilii deg (E) Number of Dwelling Units... 1 Number of Stories.... ,...... 1 Floor Construction Type.... Raised Floor Infiltration ation Control. ..... Standard BUILDING SHELL- INSULATION ------------------------ Component Insul Type R -value -------- Wall R-11 Roof R-.30 Door R-0 Floor R-...19 Location/Comments ------------------------------------------ • FRONTWALL I S. EASTWALL, BACKWALL N. WESTWALL, L_EFTWALL_, S. WESTWALL RIGHTWALLI N.EASTWALL ATTIC CEILING FRONTWALL, LEFTWALL, RIGHTWAL-L, BACKWALL WOOD FLOOR Exterior Frami ng Shading GLAZING Glazing Overhang Type Area i# of Interior Orientation Metal 50% (sf) Panes Shading Window Front (E) 120 ,_ MINIBLIND Window Back: (W) Std; 2 MINIBLIND Window L(.=i:t (S) 12 2 MINIBLIND Window Right (N) 2.4 2 MINIBLIND L-Jindow Front (E) 51 2 Standard. Window Front (E) .2 2 standard Window Back (W) 169 2 Standard Window Left (S) 74 2 Standard Window Left: (S) 44 2 Standard Window Right (N) 97 2 Standar-•d Window Right (N) 0 2 Standard Exterior Frami ng Shading Overhang Type 50% Bug Screen None Metal 50% Bug Screen Mone Metal 50 Bug Screen None Metal 50% Bug Screen None Metal 50 Dug Screen None Metal None None Metal viii% Bug Screen None Metal 50 Bug Screen None {Metal !Mone None Metal 50 Bug Screen None Metal None None Metal e. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page y CF -IR Proi act Title.......... MARYSVILL E DUCK CLUB Bate........ 05/19/39 MICROPAS? v3.01 File --HAS Weather-CTZ12 'Program -FORM CF --1R User :4--MP0 65 (_;ser-BEUTL_ER HEATING & ,A/C Run -BLDG. A? -B S. EAST FACING f --------------------------------------------------------------------------------- ASSUMED HVAC SYSTEMS ACTUAL HVAC SYSTEMS Assumed Duct Duct Assumed System Ef + i c:i ency Location R-v<_al. ue Heat Pump 6.6 HSPF Attic R-5.7 Air Conditioner- 9.00 SEE=R Attic: R--5.7 HeatPump 6.6 HSPF Attic R-5.7 Air Conditioner 9.00 SEER Attic R-5.7 ACTUAL HVAC SYSTEMS CEC Maximum Output for Gas Central Furnace=- Btuh ----------------- !MATER HEATING SYSTEMS Tani. Capacity Manufacturer and Model # Energy System type (gal) (or approved equal) Credit! Meets CEC Minimum None SPECIAL FEATURES/REMARKS --------------------------- Thi. s building incorporates a Zonally Controlled HVAC System. ALL WINDOWS IN BUILDING A REQUIRE WHITE OR OFF WHITE MINI BLINDS Actual Output Manufacturer and Model # Actual System Efficiency (L- tuh) (or approved equal) Heating .72 S.E.MINIMUM .72 S.E. Cooling 8.9 SEER --•--'._.---•-•-- MINIMUM Fan 9 S. E. E. R. Cooling Coil CEC Maximum Output for Gas Central Furnace=- Btuh ----------------- !MATER HEATING SYSTEMS Tani. Capacity Manufacturer and Model # Energy System type (gal) (or approved equal) Credit! Meets CEC Minimum None SPECIAL FEATURES/REMARKS --------------------------- Thi. s building incorporates a Zonally Controlled HVAC System. ALL WINDOWS IN BUILDING A REQUIRE WHITE OR OFF WHITE MINI BLINDS CERTIFICATE OF t_:Ot-PLI{=NC:En RESIDENTIAL Page CF -1R Project Title........... MARY'SVIL_.L_E DUCK CLUB Date..... ,... 05/19/09 MICROPAS.? vi.. 01 File -HAS Weather-CTZ 12 Program -FORM CF -1R i User#--r'IF'( 565 User-BEUTLER HEATING & A/C Run -BAG: A&B S. EAST FACING i --------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance ice specifications needed to comply with Title 249 Chapter 2•-51 and Title 209 Chapter ^q Subchapter 4, Article 1 of the California Administrative code. This certificate has leen signed by the individual with overall design responsibility and the building owner, who shall retain a .r_opy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building pian to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. UE`; I GNER Name..,, _ ___ _ _____ Name.... Company. --------------------------- Company.. Address. Address. Phone,., License. Signed (date) OWNER Phone . Signed ............................(date) DOCUMENTATION AUTHOR ENFORCEMENT AGENCY Name.... ROY STAMPER Name.... Company. BEUTLER HEATING & A/C Title... ......................... Addres:s. 9605 OATE_S DRIVE Agency. . SACRAMENTO , CALIFORNIA 9 F�'i-�onc�: (916)369-2222F"'honka. � . _.__.__----••----.__._-_-_..--------____-- >I ---------•-•--- ----•--•---•------•--•-•----- Si gner_i 0- Sinned ----------- - ---- - - ......... -•---------•-------- (dat{•-) (date) Mandatory Measures Checklist: Residential MF -1R 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * 62-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manufacturer's labeled R -Value. * 12-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infdtration)Exfdtration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. 12-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. I fasonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 12-5316(a): Ducts constructed, installed and insulated per Chapter 10.1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ' 12-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of.pipes closest to tank insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. . §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. j2 -5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freesias, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. A= Revved December 1997 DESIGNER I ENFORCEb1ENT SEUTLER HEATING AND AIR CONDITIONING TITLE 24 ENERGY CALCULATIONS . --_--_===—�ontractor:�r--.---- :__.__-- Project:, COMPUTER METHOD SUMMARY PROJECT Moa, ►2 'SV I I/F. Cluta, DATE OS -1cl -Scl CONTRACTOR 1401rrV%.j,1 t�l ZONE l Z. This package includes the following computer method summaries for the above project, to be submitted for plan check review -of compliance with the Title -24 Standards. Also included are HVAC sizing documentations along with any Form 3 -R's required to verify U -Values used in computations. PLANE 5 KBTU/SF DESIGN STANDARDS BUDGET SOUTH NORTH AJ .o �S- �_ EAST WEST PLAN KBTU/SF DESIGN SOUTH NORTH EAST WEST PLAN KBTU/SF DESIGN . SOUTH NORTH • EAST WEST PLAN KBTU/SF DESIGN SOUTH NORTH EAST WEST PLAN KBTU/SF DESIGN SOUTH NORTH EAST WEST PLAN KBTU/SF DESIGN . SOUTH NORTH EAST WEST ENERGY COMPLIANCE REQUIREMENTS INSULATION WALLS :.............. _ CEILINGS ............ -3v KNEEWALL .... .......-�q RAISED; FLOORS....... DUCTWORK ............ ,7cl * WINDOWS DUAL PANE, NO SUNCREENS* INFILTRATION STANDARD MECHANICAL REQUIREMENTS f PLANA cz HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R. OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R. OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R. OF PLAN HEAT PUMP - MINIMUM H.S.P:F. OF A/C - MINIMUM S.E.E.R OF PLAN HEAT PUMP - MINIMUM H.S.P.F. OF A/C - MINIMUM S.E.E.R. OF * Proposed Construction Assembly: Residential R' // -WOOD 41411 Form 3R Project TUU ProjectAddren Dace Btttldmj Permit# Checked By / Date' Bnforeement A#enry Use Only List of Construction Components Outside Surface Air Film 1. S�� WOOD Si D/N rg- 2. B ui 1 D/Nr, PA rX 3. 1 /N5.41_RT/0Al .4. 2x 4. rARm /N G- s. 6. 7. G YPs Inside Surface Air Film Total Unadjusted R -Values: Framing Adjustment Calculation (if applicable): R -Value . Cavityw Assembly Type: Floor Wall l , (check one) 0,72- 1 y. oho Ceiling/Roof Fuming Material: 1/I%p0 O• S'S Framing Size: 2 x 3 ' S Framing Spacing: 0 " O.C. Framing Percentage: Wall: �15% (16" o.c.) t (check one) 12% (24" o.c.) Floor/Ceiling: 10% (16" o.c.) 7% (24" o.c.) - Wall Weight / sf:_ Wwkna oldY) Sketch of Construction Assembly List of Construction Components Outside Surface Air Film 1. S�� WOOD Si D/N rg- 2. B ui 1 D/Nr, PA rX 3. 1 /N5.41_RT/0Al .4. 2x 4. rARm /N G- s. 6. 7. G YPs Inside Surface Air Film Total Unadjusted R -Values: Framing Adjustment Calculation (if applicable): R -Value . Cavityw Frame(Rf) 0,/? 0-/7 0.77 0,72- 0,0& y. oho 00 O• S'S S 0.68 O. (08 13.13 5,5 Rc Rf ( .C7�7 x .85 ) + ( , 17q x .l5 ) 1/Rc 1-(Fr%/100) 1/Rf Fr%/100 .09 1/Powl U -Value Total U -Value /0. 9 P3 Total R -Value 0 11 Proposed Construction Assembly: Residential Form 3R Project Title Date Project Addrem Buadiog Permit 1 . Documentation Author oe Tekpbo .B — 3 0-4'L o f (AM / TJ l e — 5// 1 & f � e meded By /Date Attaembly Name r Bdfotoement•Ade cy Use Only Sketch of Construction Assembly List of Construction Components Outside Surface Air Film 1. SAAleP line 4i aia 2. 3. 4. 5. 6. s: Assembly Type: (check one) Framing Material: Framing Size: Framing Spacing: Framing Percentage: (check one) . Wall Weight / orf: (Packages only) zJY WOO L) AI IAL A (11 A iR 51019C E R- i9 1Ns�lA��a� Floor Wall �Ceiling/Roof Z X I'- " " O.C. Wall: 15% (16" o.c.) 12% (24" o.c.) . Floor/Ceiling: 10% (16" o.c.) ✓ 7% (24" o.c J mv Inside Surface Air Film Total Unadjusted R -Values: • R -Value Cavity(Rc) Frame(Rt) 0./7 .1 vii i v� i i 0.0(0 O-0 0.60 0•(02 0;50 0.30 . o /y.0 1. 0-60/0.(01 33,(S Z(0,/ Rc Rf Framing Adjustment Calculation (if applicable): ( ,OEcf1 x •93 ) + ( ,038 x .07 > 1/Rc 1-(Fr%/100) 1/Rt Fr96/100 / .030 1/r6tal U -value %WN - )JV IN S4 IA flpN C0 VrK N9 F/q)9MrA.) Total U -Value 33.3 Total R -Value COMPUTER METHOD SUMMARY Project Title ================================= Page 1 Project Addre^^^^^^^^^^ MARYSVILLE DUCK CLUB ====================== ~=,,,,,,,, _ _____________________ Date ,_,,.... 05/ .Documentation Author ------------ ------------ -Documentation Company, ^^^ ROY STAMpER ---------------------- ----------------- --------------- . Telephone,,.. ^^^^^~^^^^^^ BEUTLER HEATING & A/C _______ | Buildin-------' -� ` .......... (916) 369-2222 Compliance Method Plan-Chec--�--� . .... .. MICROPAS3 by Enercomp Climate --'^^^^^^^^^^^^ Inc.' == 12 ' ========================= � Field ��------- �neck/ Da --------- | ========== ..� � Us #MICROPAS3 v3.01 File -HAS ==============================-------- / er -MP0565 Program -FORM C User-BEUTLER HEATING _________________ mb & - -2x ------------------------------------------ A/C Run -BLDG _______________-_____________________. ______________ A&B S.EAST FACING ______ = MICROPAS3 ENERGY USE SUMMARY _______ = _________________ = ' = Energy Use = = (kBtu/sf�yr> Standard Proposed = Compliance _ = ______________________ Design Design = = ---------- Space Margin = Heating..ce ---------- = Space Cooling ^^^^^^^^ 22^97 18-65 ___ ------- = = ter Heating^^^^^^^^^' 11^88 15^75 ^43 4^32 = =^^^^~^^^^^ 4 43 , 4 - �.87 = = ________ 0.00 = ____. = . Total 39 28 ---- . 38. 83 -------- = '= . = 045 Building complies *** = , GENERAL INFORMATION -Area ------------ Conditioned Floor { Building Type,,,, ^^^^^ 4652 sf Building Front Or�^^^^^^^^^ Single Family Detached e zentation^ Front | Number of Dwelling Facing 110 Units.,, d deg 0E> ] Numb 1 of Building Stories. Weather 1 Data Type.... . . . . . . ReducedYear Floor Construction Type.... Raised Fl oor Number of Building Zones � ' Conditioned Volume ^^^ 2 Footprint Area,,,, ^^^^^^^^^ 38481 cf Slab -On -Grade Area^^^^^^^^^ �652 sf ^^^^^^^^^ 0 sf Glazing percentage Average Ceiling H �^^^^^^^' . 15^2 % of FA / ezg��'^'^^ 8.3 ft ' BUILDING ZONE INFORMATION Floor -- Z Cond- Area V Zone Type itioned (sf) Volume # of Thermostat Vent en Special -------------- ------- _ (cf) Units Type -------- H Height Vent Area SLEEPING --------- - --------- (ft) (ft) (sf) --- SleepingYes ------ --------- LIVING 2122 16976 0.00 SleepingSt Living t 2'0 n/a Yes 2530 21505 1^00 Li«ingStata � ` .' 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -•2R Project Title .......... MARY aVlLL_.E DUCK f;l-UD Date........ 05/19/89 1 MICROPAS'= v3.01 File -HAS Weather--C:TZ 12 Program --FORM C• -•2R 1 1 User#-•ljfP0565 User_BEU T LEFT HEATING & A/C Run -BLDG. A&B S. EAST FACING OPAQUE SURFACES Arca U- Insu.l Act Solar Location/ Farm Sur -face (sf) value R•-•val Ar mth Tilt_ Gains Comments Reference SLEEPING ------------ 1 Wall 420 0.091 R-11 1.10 90 `.'es FRONT WALL.--- - Wall 537 0.091 91 R -11 290 90 Yes BACKWALL -----�- ---- - 5 Wall 276 0.091 R•-11 200 90 Yes I_EFTWALL 7 Wall 264 0.091 R-•11 20 90 Yes RIGHTWALL- - --- -+•--_--- 9 Roof 2122 0.030 R• -:_c_; i; 0 Yes ATTIC CEILINv--_-- ------------ 1. 1 Door- 100 0.330 R-0 110 90 Yes FRONTWALL ----------- - 12 Floor 2122 0.037 R-19 0 0 No WOOD FLOOR LIVING Wall 452 0.091 R-11 265 90 Yes S. EA STWALL ---_�� --- -- - 4 Wall 538 0.091 R-11 85 90 Yes NXESTWAL._t- �. 6 Wall 369 0.091 R-11 l54 90 Yes S . WESTWALL -----i 8 Wall 341 0.091 R-11 1 174 90 Yes N. EASTWALL_ `------ ---- 1 G Roof 2 560 0.030 R-30 0 0 Yes ATTIC CEILING_ 15 Floor- 2530 0. 0 7 R-19 0 i.; No WOOD FLOOR ------------ --------- 14 Door 11 0..3ZO R--0 200 90 Yes LEFTWALf_ ------------ 15 Door 25 0.130 R-0 20 90 Yes R I GHTWALL ------------- '16 •Door'. ^-- �5 0. 30 R-0 290 9t_? Yes BACKWALL • GLAZING ----------------- SURFACES Sc Interior SC Area d# of Frame Open U-- Act Glass Shade t l s+ SUU•-f ac!a (sf) Panes Type Type value Azmth Tilt Only Type Shade SLEEPING ----- 1 .Window 1.0 2 Metal Slider 0.65 110 90 0.77 MINIBLIND 0.29 Window so 2 Metal glider 0.65 290 90 0.77 MINIBL-IND 0.29 Window 12 2 Metal Slider 0.65 200 90 0.77 MINIBLIND 0.29 4 Window 24 2 Metal Slider 0.65 20 90 0.77 MINIBLIND 0.29 LIVING 5 Window 19 2 Metal Slider 0.65 110 90 0.77 Standard 0.66 6 Window 17 2 Metal Slider 0..65 110 90 0.77 Standard 0.66 7 Window 15 2 Metal Slider 0.65 110 ?0 0.77 Standard 0.66 8 Window 32 2 Metal Slider 0.65 110 90 0.77 Standard 0.66 9 Window ndow 120 2 Metal Slider 0.65 290 90 0.77 Standard 0.66 10 Window 49 2 Metal Slider 0.65 290 90 0.77 Standard 0.66 11 Window 48 2 Metal Slider 0.65 200 90 0.77 Standard 0.66 12 Window 29 2 Metal Slider 0.65 200 90 0.77 Standard 0.66 13 Window 15 2 Metal Slider 0.65 200 90 0.77 Standard 0.66 1.4 Window 10 2 Metal. Slider 0.65 200 90 0.77 Standard 0.66 15 Window 16 2 Metal Slider 0.65 200 90 0.77 Standard 0.66 16 Window 45 2 Metal Slider 0.65 20 90 0.77 Standard 0.66 17 Window 49 2 Metal Slider 0.65 0 90 0.77 Standard 0.66 10 Window 8 2 Metal Slider 0.65 20 90 0.77 Standard 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... MARYSVILLE DUCK CLUB Date........ 05/19/89 =============================================================================== | MICROPAS3 v3.01 File -HAS Weather-CTZ12 Program -FORM C -2R | | User#-MP0565 User-BEUTLER HEATING & A/C Run -BLDG. A&B S.EAST FACING | EXTERIOR SHADING ----------------- Area _______________Area Shading SC of Surface (sf) Type Ext Shade ____________ ______ _______________ ----------- SLEEPING ________SLEEPING 1 Window 120 50% Bug Screen 0.84 2 Window 80 50% Bug Screen 0.84 3 Window 12 50% Bug Screen 0.84 4 Window 24 50% Bug Screen 0.84 LIVING 5 Window 19 50% Bug Screen 0.84 8 Window 32 50% Bug Screen 0.84 9 Window 120 50% Bug Screen 0.84 10 Window 49 50% Bug Screen 0.84 11 Window 48 50% Bug Screen 0.84 14 Window 10 50% Bug Screen 0.84 15 Window 16 50% Bug Screen 0.84 16 Window 48 50% Bug Screen 0.84 17 Window 49 50% Bug Screen 0.84 HVAC SYSTEMS ' Minimum Duct Duct Duct System Tipe Efficiency Location R -value Efficiency ----= ------------ �����------- ------------- ------- ----------- SLEEPING HeatPump 6.6 HSPF Attic R-5.7 0'834 Air Conditioner 9.00 SEER -Attic R-5.7 0.824 LIVING HeatPump 6.6 HSPF Attic R-5.7 0.834 Air Cbnditioner 9.00 SEER Attic R-5.7 0.824 WATER HEATING SYSTEMS ' ------------------------ Water ____________________Water Heaterto meet minimum CEC Standards SPECIAL FEATURES/REMARKS -------------------------- This _______________________ This building incorporates a Zonally Controlled HVAC System. ALL WINDOWS IN BUILDING A REQUIRE WHITE OR OFF WHITE MINI BLINDS HVAC SIZING page 1 HVAC Project Title.......... MARYSVIL-L_E DUCK CLUB Date........ o5/ 19/89 Project Address........ _-..._.._.......-------•------•-•-------- , Doc•umen'tat i on Author-... ROY STAMPER1 Building Permit # , Company ................ BEUTLER HEATING & A/C Telephone .............. (916) 369-2222 Plan -Check / Datta ------------------ Compliance Method...... MICROF'AS3 by Enercomp, Inc. Field Check/ Data Climate Zone ........... 1 --------•-•--•-•-------•.-.-.-..-•-- MICROF'AS v3.01 File -HAS Weather-CTZ12 Program -HVAC SIZING Elmer#•-MP0565 User--•BEUTLER HEATING & A/C Run --BLDG. A&B S.1=AST FACING GENERAL INFORMATION Floor Area ................. 4652 sf Volume...... ................ 38481 c.f Sizing Location.............. SACRAMENTO AF' Latitude ................... '8.5 degrees Winter Outside Desi.gn...... 31 !_ Winter Inside Design........ 70 F Summer Outside Design.! ..... 100 F Summer Inside Design....... 78 F Summer lance ............... 35 F Shading Used ............... Yes Latent Load Fract:ion....... 0.20 HEAVING AND COOLING • ----_---•--•---•-•---•----•-------••---...- LOAD SUMMARY --__.-_._.__-- Heating_ Cooling_ Description (8tuh) (Btuh) Opaque Conduction and Solar . . . . . . 256 28 1857 Glazing Conduction ............... 17981 101'QLT r_ Gia ing Slar....................... n/a 209 � . Infiltration...._ ................ 21090 7055 Internal Gain..................... n/a 2025 • Ducts,....... .................... 6471 6134 Sensible Load ..................... 71 177 6747.7 Latent Load ...................... n/a 13495 Total Load 71177 8097 Notes The' loads shown are only one of the criteria affecting the ,election of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor- design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., mint also be considered. It is the HVAC designer's responsi. bi l i ty . to consider all factors when selecting the HVAC equipment. CEC Maximum applicable for gas central furnaces only