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065-050-044
0 �U � 065-050-044 99-0642 HAARD, Nomian 6700 Lakefront Drive, Magalia 95954 Contr: Turf Shcd 10 X 20 Stg Shed f 1 -4 ;7 /al 065-050-044 01-2574 HAARD, NORMAN & VICTORIA &..7CC-LAKEFRONT DR, MAGALIA ELEC FUTULOT DEVELOP I 3 2fv6Z 065-050-044 02-1544 HAARD, NORMA & VICTORIA 6700 LAKEFRONT DR., MAGA] NEW SINGLE FAMILY 1 1 - COUNTY OF BUTTE 2 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please no . e this office when correction of work is c mpleted. If you have any questions pertaining this matter, or need additional ex p ase contact this office immediately. l 0 0 V r'rAj �- OM I r � Date Q Inspector REV 10/92 G :; i � .�,;,,�, "��ra-j�3*r.�.,.��„�,,,.�•Sty.��,.�.,.••-�`-..,ate_:-+r�;--., _r..,...,�_;.r.�r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE � 1S OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above ddress and should be corrected. Please notice this office when correction of work is comp) ted. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. COUNTY OF BUTTE i .... :..... !BUILDING DIVISION= ::.:::: , , ...: DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (539) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE � FFZJIA fiL , IlS1L��Z� •ER - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. movi PK '`, ,�/�r/VIV6 ' r/vw"/ 'v N NOTES - RESIDENTIAL FO �O� Lf 7 PERMIT NO. L61-050-044 02-1544'. t HAARD, NORMA & VI CTPRIA14 6700 LAKEFRONT DR., MAGALIA NEWSINGLE FAMILY Port.%14-ecr (yv,fr ro Z_ a_ 1, oil owner /6 7� SPECIAL CONOITIONS i,sCHECKED, ♦x; r/ s31✓BY SRA FLOOD CERTIFICATE REQ., -2 -/8 C/�S. . hwr- 2. - FIRE SPRINKLERS REO. ss, r o SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER F. OFFICE COPY T. Address GAS Meter By Dat (03 ELECTRIC Meter By Date , FA a I .-JOB FINALE Signatur = OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 If MISCELLANEOUS - Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 - Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK -.Not Ready Applieable =Not Read� e RESIDENTIAL. (Single & Duplex) Date Xnderfloor (Plans) OK except #'s 2/Fig Main; Soils-Elec. Grnd.-/ " Ftg. Depth 3 Garage; Soils-Steel-Elec. Grng2w—r Fig. Depth 4', Ftg., Porches & Decks; Soils -Steel-/ / Fig. Depth i?mwalls, Main; Steel-Blockouts-Wrapped a �erywalls, Garage; Steel-Blockouts-Wrapped i 'r/ 6 old Downs and Soecial Anchors g!D .V.; Fall -Fitting -Test -2 Way C/O-Sewe est 1 UF, Gas Pipe; Size Anchors - Yard G Piping; S' e Te zl - 11. Water Pipe; Test -Anchors -Regulator -Service Test - 12. ' 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation { _ 16. Insulation Date and B-1 Date Card B-1 Date !L� �, Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. er Hif.; Vent -Access -Combustion Air Baffle Watpr-Aipe; Test & Anchor -Nail Protection 9 ; Test Fittings & Anchor -Nail Protection Shower PAn; Test, First Floor -Tub Access 21. Test ub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date. Card B-1 Date Card B-1 Date Card B-1Date Card B-1 Date ELEdTRICAL (Permit) OK except #'s 2 ixt ransformer Clearance -Ins. Protection 2*-<eS,19.ceptacIes Spacing -Lights & Switches at Doors 25 i ones & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. ti 27. qu' round made up w/Meth Fasteners -Bond Gas & Water 2liance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga Cu r AI -A.6. Wire Size / / ga Cu or At 30. Range Ci Cie / F O / ga or AI -Oven Circ. / / ga Cu or AI Ins ted Neutral ❑ Yes I] No er 'ce-Riser Conductors & Ground Main Disconnect p. Clearances Panels-Motors-Mech. Equip. C es Closet Light -Shower Light -Spa Light Z Oj Smoke Detector Brace Interior/Exterior Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date C�ucts Insulation & Support Date U-4ani Fan, Exhaust above insulation Date 37. Condensate Drain & Overflow, Size & Grade 38. 'FurgaeeVent Access -Comb. Air -Return Air Vent 115 outlet , Ytic Access & Platform if Furnace in Attic (�o/bqderoom Exiting r � G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date (FRAMING (Permit) OK except #'s is P oyer Materials & Anchors ` 4 al tuds-Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing t r raft Stop in Walls"(rat proof) 44,�ire Stops, Furred Ceilings -Stairs -Chasers -Tubs r 4S ;H6aders & Beams -Size & Bearing ulation-Foam-Looked in Attic Guam Rails & Deck Construction -Post Caps c Til 11fd-n. V8- is & Crawl Hole Door Drainage & Wood -Earth Date FRAMING (Continued) 46 Han 's Post caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. . Fireplace Ties or Type A Flue -Fireplace Throat Clearance t!A.A66ess; Size & Romex Protection -Draft Stop -Ins. Baffles %6e-B_drnj,W,ndows or Exiting Doors -Sill Ht. & Dimensions a ge F, e'Arotection Framing 62-"Propef�y Line Firewall & Openings 5 xt. e6;�s-One 3' -Check Garage 3rd Story, 2 Exits ta' id adroom- Rise- Run -Landing -Fire Protection I don Roof Overhang -Attic Vents -Rafter, Outriggers 5 iding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58'? ing Area -Glass Protection -Skylights -Plastic Z Oj 5 Shy 17 1 ; Nailyr gtlplis Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -W IIs -Windows Date Card 13-1 Date Card B-1 Date Card B- Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings moke Detector Furnace Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection (�o/bqderoom Exiting r � G.F.I. & Bath Fixtures & Tub Access -Spa 68. E .Trim & Subpanel, Breaker Sizes & Labels r3 airs & Rails 71P/Fireplace or Stove, Clearance -Hearth '7 Elec. Outlets at Wood Panel, Int. & Ext. 2 . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 3 c. Outlets & Receptacles at Kit. Counter G ge Fire Door; Swing -Landing -Closure t A . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor -Meth. Protection P ., Elec. & Mech. Equip. Listed for Location r EI c. Receptacles in Garage (F.F.I.)-Romex Protection ulation-Foam-Looked in Attic Guam Rails & Deck Construction -Post Caps c Til 11fd-n. V8- is & Crawl Hole Door Drainage & Wood -Earth Cle nce Looked under Floor Q Yes ollowing Insild./Drive J Yes .J NoNMalks :1 Yes J No/Planters J Yes ] No 8& tucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ft/yAnts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Vwver Well, Disconnect Electrical, Plumbing f erior Elec. Trim, .F. Receptacle -Underground 8 ntilation Throughout House ass Protection orrections from Previous Inspections Test as Te t -Meters Tagged, Gas -Electric & Se r Connected -C/O to oval b ompliance Certifica- ther C Address Posted Date liJ,J3 Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I- Y�11' &Su� Mw'M, I T' i FIBER GLASS BLOW ING INSULATION i BATTS AND BLANKETS THERMAL PERFORMANCE (ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance (R -value) is provided by i astalling in accordance with the manufacturer's instructions, ufacturer's recommendations, Knauf batts the required number bf bags per 1,000 sq. ft. of net a�L, at not less than the labeled minimum thickness. Failure to and blankets will provide the full R -value. install both the required number of bags and at leas6h= minimum thickness will result in lower insulation R -value. IVIIIIIIIIIr Bag Weight -Nominal 28 tbs., Minimum 27 tbs. **R48 in a 5.5" cavity. Conforms to ASTM C 665 and To obtain an insulation resistance IR -60 B�GS PER rrr SQ. Con rrr U.Ju iii-Ijuggsiff-Ij 37.8 ff"AMMUM le.ris :.f this bag s h 0 A jot cover rri�re7than: 226.5 SF MINIMUM WEIGHT • . FT. The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs, MINIMUM THICKNESS Installed insulation should not be less than: 23.50" R-50 31.0 312.2 SF .869 tbs. 20.00" R-44 26.9 37.2 SF .753 Itis. 17.75" R-38 22.9 43.6 SF .642 Ibs. 15.50" R-30 17.9 5 ii -S SF 501 tbs. 12.50" R-26 15.5 64.E SF .433 tbs. 11.00" R-22 12.7 79.4 SF 357 lbs. 9.25" R-19 10.9 92.OSF .304 lbs. 8.00" R-13 7.6 13 LE SF .213 tbs. 5.75" R-11 6.2 16:.3 SF 174 lbs. 4.75" This product conforms to the performance requirements of ASTM C 44, Type I, and cancelled Federal Specification HH -1-1030B, Type I, Class B. R -values are determined in accordance with C 687 and C SAB *"R" means resistance to heat flow. The higher the R -value, the grate the insulating power. Askyour seller for the fact sheet on R -values. Federal Specification HH -1-521F. r EQUIPMENT REQUIRED FRAMING ADJUSTMENT To achieve labeled R -value, this product must be applied with a pneumatic blow- To compensate for `ira-ning members, the number of bags per 1,000 sq: ft. of ing machine and a corrugated hose with a minimum .25" internal corrugation, a r- area to be insulatec siould be as shown below. minimum length of 150 ft. and a diameter of at least 31' Coils in the -hose should' not be less than 36" in diameter. Acceptable material feed rate is 5-35, lbs./minute. Reco13T BAGS/MSF BAGS/MSF mmended feed rate is 15.25 lbs./minute. BUILDER'S INSULATION STATEMENT t Batts and/or blankets have been +installed in conformance with the above recom- mendations to provide a thermal resistance of... ' R -Value I Attic Area - R- at Inches Sloped Ceilings R t11 at Inches Walls _ R- 7 at �c� ,Inches Floors (over an unheated crawl space) R- ' ! at Inches Crawl Space Perimeter R- ; at Inches. - 4 -0 i 2 x 6 Date Installed 30.4 - Blown insulation has been installed in conformance with the above 29.8 recommendations to provide an R -value of: R- using , bags of this insulation to cover 26.5 square feet 2x o 26.0 26.3 of area at.a minimum thickness of inches. 25.7 26.0 2KLL Insulation ConEt r (signature) c �rrce ` R-38 -A- 22.1 Company + Date Home Builder (signature) 22.1 Company 17.4 Date b700BW-AC-08 5/02 CLOSED -CAVITY APPLICATION (EXTERIOR SIDE'WALL OR FLOORED ATTICS) Contact Knauf Fiber Glas: for more information. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-434 Printed in U.S.A. • ' z 4 37.2 37.3 R-60: x 6 36.8 37.1 x.8 36.5 36.8 <x4 30.5 30.6 R-50 2 x 6 30.2 30.4 2x3 29.8 30.2 2x 4 26.3 26.5 R-44 . 2x o 26.0 26.3 2xg 25.7 26.0 2KLL 22.4 22.5 R-38 2 x E• 22.1 _ 22.3 2 .x E 21.8 22.1 2:4 17.4 17.5. R-30 2 x 6 17.1 17.3 2 a.8 16.8 17.1 2 x 4- 15.0 15.1 "R-`26 2 K 6 14.7 14.9 2 x 8 14.4 14.7 R-22 2x4 12.3 12.4 2 xb 12.0 12.2 2x18 11.7 12.0 2 x 4 10.4 10.5 'R-19 2 x 5 10.1 10.3 2 x 3 9.8 10.1 2 x -i 7.1 7.3 R-13 2 x 4 6.8 7.1 2 x it 6.6 6.9 2 x e. 5.7 5.9 R-11 2 x E 5.5 .5.7 2 x E 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR SIDE'WALL OR FLOORED ATTICS) Contact Knauf Fiber Glas: for more information. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-434 Printed in U.S.A. 7 F _ APA IUVYa7 f Certificate of Conformance THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and'marked with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with.the specifications indicated below. . ❑✓ ANSI Standard A190.1-1992, for Structural Glued Laminated Timber Job Name Linda/ Cedar Homes -Customer #K38371 (Dealer- Blueberry Hill Cedar Homes) q Job Location Maglia, California r: Customer's Order No PO#427404 Date Aug. 19, 2002 . Mfgr's Order No LC1563 `I lil� A Signature Title Controller r Company 'Strueffirlam P ucts Ltd. Address Penticton, BC Canada Date Aug. 15, 2003 .> IT IS HEREBY 'CERTIFIED that the structural glued laminated timber production of the above- named. manufacturer -,which._ carries a collective mark of -Engineered -Wood- Systems -(EWS) is subject to regular audit by Engineered Wood Systems, such audit consisting of the inspection with reasonable frequencyof the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. by .. We - Q ` Thomas G. Williamson ��,:.. ,, "1`";'����o `� • _ .- Executive Vice President . ENG/Ntti?ED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19o' Street • P.O. Box 11700 • Tacoma, WA 98411=0700 Telephone: (253) 565-6600 • FAX: (253) 565-7265 • Web site address: www.apawood.org ` Rev. 01/02 v /' t - t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 96965 • Telephone (530) 538-7541,,),;?- PERMIT o (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-050-Q4 ZONING% �! tlua BUILDING PERMIT OWNER E M N1 F ''- , BL TELEPHONE n 7 3 _ 01,92 13646 SQ. FT. OCC. BUILDING VALUATION R 196 884.00 OWNERS MAILING ADDRESS n K n 1,1/-.C,/%T-u.,I, o z 623 U 11 214.00 CONTRACTOR'S NAME TELEPHONE 97 C. 151-00 4q165-00 999 CONTRACTORS MAIUNG ADDRESS -0 CONSTRUCTION LENDER Fireplace r r r r Fire P 3000.00 LENDER'S MAILING ADDRESS Total Valuation $215,614.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1045.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 679-60 BUILDING ADDRESS 6700 1 AVEFRONTMZA1 1A Energy Plan Checking Fee $ $ PERMIT FEE $ 1768.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 119.0 USEOFSTRUCTURE SF Y7 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 9_00 TYPE OF WORK Newer Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 100 SINGLE FAIMILY Gas piping system 1 - 5 outlets 15.00 500 Building sewer 15.00 15 00 Mobile Home I S I G I W @20.00 PERMIT FEE s 199.00 ELECTRICAL PERMIT Fee 20.00 RLEFling Main Service 200. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. • OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. f2' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. , Business and Professions Code for this reason Main Service Z00% TO 46.00 CU00A NEW CONST. DWEWNG OGS. SO OR ADDNS. ( a Acc. BLDs. 3.5¢FT: T. NEW ONp6ID MULTI.OUTLETCIRCUITS97,50 8 OUfI-ET OWELER APPARATUCIR.S OUTLET Ex. Occup. BAL o I:w LNS OR Ex. Occup. oF"tur�isPPR ESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 192.40 WORKERS' COMPENSATION DECLARATION 1 her y affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier (.0 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 25.00 Cooling 25.00 Hood 6.50 Ventilation 9.00 PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pro v' ions. r L X ✓ e b 3 ,() _ nature of App ica t - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 50" deep and demolition or construction of structures over 3 stories in Peight. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate D PERMIT EXPIRES ON Dete Receipt No. C �a� WHITE-D.D.S.- .D. CA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C '—• ^•"m —i yr UCVCLU?'MtN I SERVICES - BUILDING DIVISIO J 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-75 N PLICATION AND PERMIT p� �aES:oRnNgCELWweEA L :ow.o BUILDINGPERMIT _ r *g 13 E" 0/c� SQ FT ! OCC. ! BUILDING VALUATION ^�••ER s w•i .Done / (Do0 Ua _ �J � ,^• ELECTRICAL PERMIT ! iEtV�OtiE Main Service � - I 23.00:93.OG Main Service _�•,.� Gn7 ,,,.ti..o .00nE55 _ � . L7 -- LI ( 1.J.�--- � CJNS Ta�Cr�ON IENO EA i ' � I n7 5n. - •oeRs wIulG.00AEss — Fireplace i1Z3 Total Valuation I S -- — .aC=nECr ON EI+GIr+EEA UCE+6E NO I I Filing Fee Permit Fee S I $ - .aC..ITECT Oq ENOwEEAS %4"JNG AOCRESS Plan Checking Fee ! 5 a�.ti c.co s ' Q 4 Energy Plan Checking Fee PERMIT FEE I S S S J3 O(� / S U IJr No /T UaONBON3 Su INM�E O ` � 3-'� � G? PLUMBING PERMIT Each Trap ding Fee, 20 C' 7.00; Q USEOFSTRUCTURE i!S. 11 7 At_ SFJ'Duplex ❑ Mobllehome O Other Solar or heat pump water heater ! 23.001 Water piping 1 5.001/SUO i TYPE OF WORK Each gas water heater or vent 1 5.00'/,S --OG Gas piping stem t - 5 ouUets 15.00!/J --OO i ':2wp Addrtan ❑ Remodel ❑ Utilities ❑ Installation ❑ Ot}T�� Building sewer 15.00I�s`.p�? Cesc:lbe Wori:��� c� �^ d4 / Q Mobile Horne ! S! G, W j ( Qa 20.00' -- i-_' - i 1 ter- t, vv 4,(3 !Rt-> = `LS 6v -'ib -3Q-ZM -FT , S nA APEPAIT FEE PAID f a 1JZ� SRA SHHOUFF D n �s AAkbVNT RftTM0 v " TO NINTRO CO#PVM Receipt No. -- - WWITC-O O.S.-O.D. CANARY -ASSESSOR PINK -INSPECTOR OOLOENROO•APPLICAnr Ex. OCCup.ountT 011--- R nxT - Ex. Occup. OPIXEO ��. On yrfrs ;RE310 1 EA Temporary Service Mobile Home Facilities Misc. Winn pyloe Ml .4 .So i I 5.00� ! 23.00' 20.00' 23.CJ' PERMIT MECHANICAL PERMIT Fling Fee 1 21 Heating / i —)S-.06 !P2yloe) Conlin Hood j / 6.50 :/,, S I Ventila:icn ,;� i S/-sv % (x PERMIT FEE I S • UCJ_ Mcbde Home Installation Fee S Energy Inspection Fee S 0Q IU K TO FEE S SG This permit is hereby issued (ruder the applicable provlslcr- of the Butte County Code and/or Resolutions to do �l ;nd:cated above for which fees have been paid. By Date PERMIT EXPIRES ON fir✓ PERMIT FEE S ELECTRICAL PERMIT ! I Filing—Fee: 2: ^: Main Service 0001 on u<ss :ooAon�ss ! - I 23.00:93.OG Main Service low TO I000A 46.00: NEW CONE". ( OR AoONS Ow'L!4 OCCUP I a .ce sus I i 3. 5c N NON•RESID ulhOVTLEr n7 5n. Ex. OCCup.ountT 011--- R nxT - Ex. Occup. OPIXEO ��. On yrfrs ;RE310 1 EA Temporary Service Mobile Home Facilities Misc. Winn pyloe Ml .4 .So i I 5.00� ! 23.00' 20.00' 23.CJ' PERMIT MECHANICAL PERMIT Fling Fee 1 21 Heating / i —)S-.06 !P2yloe) Conlin Hood j / 6.50 :/,, S I Ventila:icn ,;� i S/-sv % (x PERMIT FEE I S • UCJ_ Mcbde Home Installation Fee S Energy Inspection Fee S 0Q IU K TO FEE S SG This permit is hereby issued (ruder the applicable provlslcr- of the Butte County Code and/or Resolutions to do �l ;nd:cated above for which fees have been paid. By Date PERMIT EXPIRES ON fir✓ I t loo � '' � � �'y � .. — � 'r- i ' I ..! i ' ' ,ot - 1 I I• • � •! ~ 1+ ;�,.. � ^ I , it - ! _ Ito 1 co• ` r�•�'c' � � ! •� ; �j.�.-� � .; i. 1,. _j..,. -� •'I:r ..�- ' � + - . � , i :Cid �` ��' � �1. _` '....i. � _, _ _�_i,_: � _.; �• - •��- , i_4 Nlk Pi a1 .1. ,y E.M. USE ONLY PIoZ Pian Aitechod i Fiona Pian AtUchod TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance I C01 W L, 0(- u vqu Owner Location AP# (� Plan Approved for: Sewage osat"� Water up I Public Private VNell Clearance for , dwellin Other �'�.\1 (CP �I)sa/ Hold final for: Final clearance O.K. for: NOTE: 8/96 ental Health Specialist J i 9 lklq-, . Date COUNTY OF BUTTE-DEPARTMENT'OF"DEVEL-OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:��- ASSESSOR PARCEL NUMBER -13ItProposed Building Use: / J z -j S / Counter Technician: vl�� Date: 6 -13 - Items ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. P 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. �-. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �W4. Engineered truss details and layouts in duplicate. No faxes! �5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................. ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... tiff 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet..45;m W . D!1/y ❑ 15. Statement of Intent for Non -heated and A/C Buildings..............................n....�... �� 16. Sanitation and plot plan approval from the Environmental Health Depart ent in ❑ 17. City of Chico Plumbing permit...................2ing: ................... t i � 18. California Department of Forestry plan approvpaid. Sent by: 1 �!�.................. ❑ 19. Planning approval for (A) Use: � d< (B)P(C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification • (❑ Given to owner, ❑ Mailed to owner)...................... 0. %~ 2 Letter of Signature'authorization................................................................... Recorded copy of Agricultural Acknowledgment Statement ............... :.................... ' U 28. Manufactured home utility' clearance.............................................................. ❑ 29. Existing violations and/or expired permits......................................................... 30. ❑ Grant Dee ❑ M.H. Title/$tatement c^ts❑ Letter fr Legal Owner, 0 check to H.C.D. $ 31. Other: Ll% p�' c cX (` J When issued Telephone 3 ''O and hold for pickup. !� I have been iformed of the above items an requirements for obtaining a building permit. �licant: � 1. Index permit application for the above items numbered: 5t/ (_ OV-` / �, Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner as advised of the above ctata y ❑ phone, ❑ mail, ❑ counter, by Date:_ Plans reviewed by: Date: Plans approved by: Date: !�2/ Structural reviewed b Date: 3d Structural approved by: Date: 3rT . g 2 --- Note transfer by: Date: Yellow: Building Division 4 COUNTY OF�BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. A.P. # PROPOSED BUILDING USE �� �S G�iL DATE RECEIPT # DATE REC. BUILDING PERMIT FEES --Balance Due ............:. --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ..........................:...... $ 2. SCHOOL DISTRICT FEES ���� (paid at District Office) o 3. SHERIFF FEES (paid at Building Division) 11 Residential .................................... x $360.00 = $� �Q Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) © �� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 13 PLICANT OD TE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) •I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 03 -Oct -2002 2002-005190a Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit., The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides,_ pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date %/ A /6 PROPERTY OWNERS: avmAY� Qr State of California `� County of ) On .-7 before me, personally appeared known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/asubscribed to the within instrument and acknowledged to me that,peW/they executed the same in his/her/their authorized capacity(ies), and that by bis/lyar/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Seal: P MINA SOURNAVONG Signature �(�`x— COMM. # 1329458 IC luu NOTARY PUBLIC-CAUFORNIA a BUTTE A.P. # ' `� r D) ! My Cortw*mkn E)OW NOV o 2005 ORDER NO. BU -166456-2 DD DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MANTHEI SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 27, 1989, IN BOOK 112 OF MAPS, AT PAGE(S) 93 AND 94. ADDITIONAL MAP SHEET RECORDED MARCH 27, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-10495. PARCEL II: A 60 FOOT NON-EXCLUSIVE ROAD AND PUBLIC UTILITY EASEMENT OVER LAKEVISTA DRIVE AND LAKEFRONT DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MANTHEI SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 27, 1989, IN BOOK 112 OF MAPS, AT PAGE(S) 93 AND 94. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: THOSE CERTAIN 15 FOOT DRAINAGE EASEMENTS OVER LOTS 31 7 AND 8, AS SAID EASEMENTS ARE SHOWN ON THAT CERTAIN MAP ENTITLED, "MANTHEI SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OP THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 27, 1989, IN BOOK 112 OF MAPS, AT PAGE(S) 93 AND 94. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30.00 FEET IN WIDTH, LYING NORTHERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23•NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 0 DEG. 55' 36" EAST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 7 FOR 974.78 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO BARBARA JEAN ELIASON RECORDED UNDER RECORDER'S SERIAL NO. 86-18795 IN THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, ALSO BEING THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; CONTINUED ORDER NO. BU -166456-2 DD PARCEL IV: CONTINUED THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 87 DEG. 51' 44" EAST, PARALLEL TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF SAID SECTION 7, FOR 778.39 FEET TO THE CENTERLINE OF NORTH LAKE ROAD AND THE END OF SAID DESCRIBED LINE. THE SIDELINES OF THE ABOVE DESCRIBED STRIP OF LAND ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT PROPERTY LINES. ILLEGIBLE NOTARY SEAL DECLARATION GOVERNT CODE 27361.7 I CERTIFY UNDER PENALTY PERJURY THAT THE NOTARY SEAL ON THE DOCUMENT TO WHICH THIS STATEMENT IS ATTACHED READS AS FOLLOWS: NAME OF NOTARY ��. 11-,-QC,�, EXP. DATE COMMISSION IDI � / // � (o MAMACTURE' S IDI rn E 6 � COUNTY �� 1��� u = STATE PLACE OF EXECUTION OF THIS DECLARATION DATE August 8, 2002 Norman Haard 6700 Lakefront Dr. Magalia, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 065-050-044 Building Permit Number: 02-1544 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON -S RUCTURAL COMMENTS: here should be no other structures on this property than the 10x20 shed and a 6x8 pumphouse. t appears that you are putting a loft area in the garage. This may ONLY be used for storage, and the door between it and the house must be eliminated. You will need a stairway to this loft from the garage, and a guardrail. There must be a complete fire V- separation between the. garage/loft and the house. Open fireplaces are no longer approved in Butte County. I have noted the plans for a woodstove or fireplace insert on the main floor. Please provide a specific use for the "storage/utility" room downstairs. Sinks are no m allowed in storage rooms. U Provide the location of the water heater. Provide the location of the HVAC equipment. dicate the type of roofing material on the plans. our energy calculations require all ductwork to be in conditioned space. Please sho e location of the ductwork, and you will need a special inspector to inspect this ductwork. If ALL ductwork is not in conditioned space, please provide new energy calculations. lease confirm that you have adequate natural ventilation (5%) in all habitable rooms. 10. ince this is non -conventional construction, all Lindal sheets must be wet signed and stamped. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Keith Long will answer your structural questions. 1 of 2 Please refer to your Data Sheet for remaining non-plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. .-4 Linda Simpson Plans Examiner 2 of 2 STRUCTURAL COMMENTS 8/30/02 HAARD 02-1544 STRUCTURAL Lindal: Detail M/19: this detail shows a gravity load path only. Show all materials and fasteners for a lateral load path, from roof sheathing to the foundation. Detail M/19: how is the bottom MSTA30 strap connected to the sill plate? 3. Detail veneer attachment per UBC 1403.5 or 1403.6. Design and detail gravity support at the base. -provideoor esi for Garage Attic/Storage at 125 psf live load. Carry through down to f� atieer_. Provide design for all supplied beams. Details H/17, K/17, etc.: specify the fasteners in the A35 to 2x decking. The Roof Framing Plan note 4 indicates roof beams are designed for drywall roof liner, when 2x T&G is the supplied roof liner. Please correlate. ).8r" Sheets 01, 02, 03 and 08 call out a 2'-6" MIN. shear wall. Change these walls to 2'-8" MIN. per engineering 9. What is the differencein—application of details B/17, C/17 and E/18? In general, please remove all details that are not specifically applicable to this permit. 10. The lateral load path is good in detail E/18 from roof sheathing to the wedge, but how about through the wedge to the top plate? Please specify the length of time that retaining wall fors must stay in place until the restraining top slab is cured Where do these walls occur? INFORMATION ONLY: The resisting OT moment in a short wall (0) should be based on the dimension from one holdown anchor bolt to the outside of the boundary member. In the case of these 2'-8" walls, that measurement would be 2.04'. Also, in this case, the resultant difference is negligible, but in many cases it's not Please specify staggered nailing of joints and sill plate at shear walls 10 and 12. 4. We generally don't accept more than a 5% overstress. In the concrete retaining -bearing wall analysis, p. 9, please address the 6.5% overstress. The First Floor Shear Wall Plan, Sheet 2, should specify shear wall type 12, not type 11, at the 2'- 8" walls. PIN Detail E.1/E.2 Sheet 1 should not reference retaining wall A.1 in heights exceeding 18" unless A.1 is designed for a vehicle surcharge. 7. CLARIFY: calculations p. 9, the LSTA12 beam to plate is specified where on the plans? 8. See Lindal item #4 above for correlation. h�l Keith Long / Architect Plan Review Consultant j LS STRUCTURAL COMMENTS 8/30/02 HAARD 02-1544 (a couple non-structural items for your consideration....) C3 • I don't think this is a 3-storystructure, per definition of story in UBC 220; what do you think? -`tet i t F i,i3'•'ivt STRUCTURAL Lindal: 1. Detail M/19: this detail shows a gravity load path only. Show all materials and fasteners for a lateral load path, from roof sheathing to the foundation. 2. Detail M/19: how is the bottom MSTA30 strap connected to the sill plate? 3. Detail veneer attachment per UBC 1403.5 or 1403.6. Design and detail gravity support at the base. 4. Provide floor design for Garage Attic/Storage at 125 psf live load. Carry through down to foundation. 5. Provide design for all supplied beams. 6. Details H117, K/17, etc.: specify the fasteners in the A35 to 2x decking. 7. The Roof Framing Plan note 4 indicates roof beams are designed for drywall roof liner, when 2x T&G is the supplied roof liner. Please correlate. 8. Sheets 01, 02, 03 and 08 call out a 2'-6" MIN. shear wall. Change these walls to 2'-8" MIN. per engineering. 9. What is the difference in application of details B/17, C/17 and E/18? In general, please remove all details that are not specifically applicable to this permit. 10. The lateral load path is good in detail E/18 from roof sheathing to the wedge, but how about through the wedge to the top plate? FLT: 1. Please specify the length of time that retaining wall forms must stay in place until the restraining top slab is cured. Where do these walls occur? 2. INFORMATION ONLY: The resisting OT moment in a short wall (<4') should be based on the dimension from one holdown anchor bolt to the outside of the boundary member. In the case of these 2'-8" walls, that measurement would be 2.04'. Also, in this case, the resultant difference is negligible, but in many cases it's not. 3. Please specify staggered nailing of joints and sill plate at shear walls 10 and 12. 4. We generally don't accept more than a 5% overstress. In the concrete retaining -bearing wall analysis, p. 9, please address the 6.5% overstress. 5. The First Floor Shear Wall Plan, Sheet 2, should specify shear wall type 12, not type 11, at the 2% 8" walls. 6. Detail E. l/E.2 Sheet 1 should not reference retaining wall A.1 in heights exceeding 18" unless A.1 is designed for a vehicle surcharge. 7. CLARIFY: calculations p. 9, the LSTA12 beam to plate is specified where on the plans? 8. See Lindal item #4 above for correlation. h" Keith Long / Architect Plan Review Consultant PLAN REVIEW RESPONSE FORM '? In order toe to the review of our °d' Y ptsa4pteAse complete the fottowing information And roam this this form i, not oomplett, as to Ail oorrocdon its we wM not be able to swept your re-"mittAl >br Your mat ,• m-Voose to every item rogtMW in our PLN cortecdon letta. "By of we. is not considered a valid mot response to each item Aad the tocadon where the informadon an be found on the planks cs. �o�•` pled OWNERS NAME THIS DORM TO A COPY OF YOUR PLAN REVIEW LETTER AND Rffmm Wrm -mum M- -• .. -. -.• •.. _ •._ ..._.... -.. DATE: IVO(eA I j- ve ASSESSORS PARCEL NUMBER PERMIT NUMBER !)2 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK M RESPONSE BY: -- - LOCATION ON PL/W3ICALC9: A 7 COMMENTS: �l J PLAN CHECK REM R RESPONSE BY: LOCATION ON PLANSJCALCS: • COMMENTS: — d/P, ��,:� �ss'�.gLi� ��-�..��,. X02. ,�. Ttf�- • �- 1} G- L t,r/E- / � ,3 6"Tr-�E� Ge�� t_•e_ ���.rz . �O.e�p�r:� U.r�co,v,D PLAN CHECK ITEM to RESPONSE BY: SPif'G d;7- • O - e_ y LOCATION ON PLANS/CALCS: 14141f� P�AlP 1�3 COMMENTS: 600J 5& �� ."MOU. OC &.Le L vet 4e PLAN CHEC(TEM RESPONSE BY: LOCATION ON PLANS/CALCS: #~j9 FcwtO444) COMMENTS: IS 7V ile, ZEE efea?A L /'tel-�l.1Jh.4�r SPONSE BY: LOCATION ON PLANS/CALCS: A I{or-444A40 ��vr� kow) P- � 04e- i Pq Nle Corr "It a V A41 A) a6 a 1 I&V4 ?l2di-eZ Tl dAJ — � II PLAN REVIEW RESPONSE FORM In order to expedite the review of your pkn& please complete the following lnformation and return this form thin form is not Complete, as to all oorraWon WM we wW not be We to accept your rr "mittil &r Yoot 80*A response to every item togtre W In our plan coftWon k#w. 'By other", is not considered a vatld 0 response to each item NW the location wham the Whrmdon cabe found on the pla Wcdc . Pka ATTACH THIS FORM TOA COPY OF YOpWll REMW LETTER AND RMgtN WITH REVISED MED OWNER9 NAME UR _. _. _.. ... _ .. _ ...._....... DATE: .. 1 iU�i2JYl 144P 1. A1,4Af-/Y lJL ASSESSORS PARCEL NUMBER PERMIT NUMBER 6K,- 45-v RESPONSE FOR PLAN CHECK LETTER DATED: •- ` - 1(oje-X4AW t1 C°rh m4trwirz ( C?mre PLAN CHEC ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: SGL ifVlr--X 41 ��•�tt�i2-lEccv�-Tri m ��Ghkt �l�Gr4%w gs6 /uQ••��.c•� CATION ON PLANS/CALCS: vl*�6-11114w) N RESPONSE BY: LOCATION ON PLAN RESPONSE BY: LOCATION ON PC"- 'J/A 2 20P d x .nCm In. 44 %.11Y%AfiA( tiV. 7s) UR 4c l x .vt'•24.ad ir.J►Mnaac 4.N.r\ a 7.2/4! r I7. f (J -t ftrAV-ti 5bgt -A, g- 4V.4(to S2• —�G PLAN REVIEW RESPONSE FORM In order to expedite the rmiew of Your p4ak ppl",compleba the foUowiq inforcution and tarn WS this form b not oompkta, As to AU COMcdoa IMUK we WW oot be able to eooept your m-vAmltW jbt Mvkw Your M rmpoax to 9verY heat reTAW*d in our plan oc*wdoa bats. My adw e. baot coiWdemd a valid ,�ae+e mr rrsponse to e;ch item Aad IM location where the i *mudon can be fouad on tho plu dWco. oa0� t i ATYACH THIS FORM TO A COPY OF YOUR vuN RJcvinw [rr U AND Re' am WrM RrMlp OWNERS NAME .. .. _, ... ... _ .._ ..._. ... _.. DATE: ORS PARCEL NUMBER PERMrT NUMBER RESPONSE FOR PIAN CHECK LE CU. :CK ITEM 1 RESPONSE 8Y: -- - LOCATION ON PLANSICALCf CK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: x PLAN REVIEW RESPONSE FORM In order to expedite the ftview of Y%w PkdA lace Ids W 1bHo this form ie oot oompleie, ss to sll oorrecdos �P '� information and Munn thio � tWj o r to eve its � �� we wily not be " to sow your m 6m6mind fa f Poor �, every reque+led out PIN oort WOR khat. "By others"• Is not 000ddemd s vsltd evkw. lbrrs am response to etch item sod the location where the inbrnadon put be found on the piaadala. plea, ` ATTACH THIS FORM TO A COPY OF YOUR ALAN REMW LffrM AND R!'TIJ W WITH _Mn!b AMD t: ESSORS PARCEL NSE FOR PLAN CHECK LETTER DATED: (rmmx RESPONSE 8Y: - LOCATION ON PLAQ&MCAlC9; � �.rJl�//'z. �� vim. �fd�� • • ,��� . . COMMENTS: - ---•---•-•--•- R�J�••��� o•: w��nvn vn Pu�nsrcn�cs: 77n LE -C r' �' ,�T/ �vL-����C�17ocv PLAN REVIEW RESPONSE FORM In order to expedite the review of yourpb� pleaie•oompleta toe tbliOW,a� lafor>ooatioa and tetttrn 'this thi3 form, u not oomPlcte, as to ail oorrocdoa W014 we trig ant be able to "t your n�ubsnitta! pw re Me tom � Ynar M Nax to every item requested is our Pym oort+ "dna kttar. `By othe e, b not coiWdemd a valla ,fie pd response to each heat and the lacetion where the Wo m dou an be found on the pWWWco. 0a°• PkMe b oWNATTACH s NAME IS FORM TO A COPY OR YOUR PLAN REVIEW LET= MD REM" !D AlilD .. _ . _ .. ... — ........ _........ OATtc, •. ... . . S SPONSE FOR PUN CHECK LETTER DA PL1lN CHECK iiEM N RESPONSE 9Y: -- - LOCATION ON PLANS/C/LLCS; COMMENTS: V �p-'hiifG�Y� To 77 / PLAN CHECK ITEM N RESPONSE BY: It Ot'Arew nN 01 AUQif%Al nn. COMMENTS: 1> erjE S77J�.S' — +E���'cS'�7tJT. � TTS ' OJ"" �'ti''T /t�'�/ G•�,EJ ....... . PLAN CHECK REM M / RESPONSE BY; ILOCATION oN vt ANcinAI ce- COMMENTS: 7V —S-�"'o aV, G/z�E�JLE N RESPONSE BY; LOCATION ON PLANS/CALCS: '.�/P7CfiL �/Aiye� /7' 7h' fCJE7��T_O � f . 4-,�//Cfi' PLAN REVIEW RESPONSE FORM * • ' In order to expedite the ttvitw of our Y AW4 plew complete the lfouawlnd Information wd reAm tws form , Us form is not oompi Wt as to ell cc"Wdon idem aro WW not be able to accept your m4&mlmd in mv� roar 144 to every Item Mque ted in our plan eaiadon lata. 'gy otbe . b got couddew a valid �xw , ere ob msW am to 424 Ittm AM the location wbem the ATTACH THIN FORM TIO A COPY F YOM PUN oRgMW LMVR AND PRM" W17W � ! OVIMER AND S NAME .. .. _ . _ .. . _ .. _ .... _. ...... DATE: • • ... ASSESSORS PARCEL NUMBER . - PERMIT NUMBER RES CHECK LETTER DATED: PIAN CHECK REM M RESPONSE BY; •- - IOCATiON ON PLANBNC At.C9: SGT ��'�,rJ����,5 • • ���. . . COMMENTS: •-�!'yT, �-j�— Gf%f/•rCh' GO�L.�j .dam �zG.�� Tvc ...� . . PLAN CHECK REM M RESPONSE BY: LOCATION ON P NS/CALCS: if .. COMMENTS:�ST -r-�c's PLAN CHECK MV RESPONSE BY: if COMMENTS:j�'�- LOCATION ON PLANSICALCS: PLAN CHECK REM N RESPONSE BY; LOCATION ON PLANSlCALCS: COMMENTS - PLAN CFK'GK ITEM N RESPONSE BY. LOCATION ON PUWS/CALC9: COMMENTS: k ° �%J T rF o RESIDENTIAL PLAN ° REVIEW GUIDE c r`�r_ . a.. - o SINGLE FAMILY, DUPLEXAND XESCELL NEOUS ONLY Ov er. Building Permit Number: Plans Examiner':,Liadct 5 �` rl A. P. Number:0 S (1 ' Q`�`� GEtiERAL: Zoning requirements - (number of permitted living units). .Plans signed by the designer. _•- Proper description of work on the application. Existing violations on the property. corded notice of violation. Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditions on Parcel Map: poise ❑ SR-- ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Draiaega bees Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or udlities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: laps and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The tom net clear openable height dimension shall be 24". The minimum net clear openable width dimension shell W20". When «indo%%s are provided as a means of escape or rescue, they shall have a finished sillheight not mote thea 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less thin 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thea 7 foci in any dimension (Uniform Building Code section 310.6.2 dt 310.6.3). FCl in baths. garage, kitchen. wet bar, and exterior receptacles (NEC 210). Fater heaters %% hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for steeping purposes. bathroom. clothes closets or in a closet or other confined space opening tato abath or bedroom (uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. of is a room compartment or alcove opening directly into any of these (Uniform Mechanical Code cation 304-5� Garage fire%vall separation - required on garage side including supporting walls and posts (Unt&M Code section 302.4 exception #3). 'nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unifoc-n Building Code section 312.4). Wood store location - Alcove - UfytC section 203 confined space & 223 unconfined space dt 301.2). Smok.- detectors (Uniform Building Code section 310.9.1): Pagel of 2 Fater closet clearances (Uniform Plumbing Code 408.5). Plumb Shpw 17, Bea,er compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). ring walls shall be supported on masortr) or concrete foundations that shall be of sufficient sits to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Bid pall panels shall start at not more than 8 feet from each end of a braced Wall line. Brand Wall Panels must be in line or offset from each other by not more than 4 feet (UBC stetson 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse direction NBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not oomph With the Uniform Building Code. This must include the designer's "wet" stamp, signature. registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. inform Building Code Table 18-I-C�. 4. Foundation plans complete enough to construct building 5. Floor construction details complete enough to construct building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. (1 High expansive soil — special foundation design required. ik Retaining walls requiring design. 15. Cr)Tswm wallboard nailing inspection required. �W. If the area below the lowest floor is full)- enclosed• than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no mon than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of �ydTostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans• equipment and other ser��ce facilities shall be Electric, heating, ventilation, plumbing and air conditioning equip designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NIISCELLANT,OUS ITEI'IS: Stairway details — landings, rise and run head clearance. handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Faterior plaster— v6rep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). jergy am insulation — protection. " halls and stairways (Uniform Building Code section 1004.3.3.2). v exits on three — stor)• dwellings (Uniform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). tic access and ventilation (Uniform Building Code section 1505). and requirements. design compliance and supporting documentation. DF responsible area requirements. BUELDING PERMIT REQLIRENTENTS: 1. 47( SRA. 2. l❑_ Flood elevation certificate. 3. ❑ Fire Sprinlders required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- of BUTTE COUNTY SCHOOLS IMPACPFEE CERTIFICATION FORM o�t ccc� .(One form per Building) School District L(A A.P. Number `� l v �O V v Jurisdiction: City Property Owner (l rGC Property Location/Address Subdivision o700 �Cr✓��f Residential Development No df Living Mobile Home Units Installation !r Commercial/Industrial New, Addition Building Department Representative Building_ Department No. County Lot No. ...................................................................: Sq. Footage Addition/ *Supplemental to Conversion Permit # *(No foundation inspection): ................................................................................................................... Sq. Footage 1 (Including Exterior Roofed Areas) (Group R)R))L Irioor rians reviewea oy lcnool Uistnct Personnel) Date District Identifiation No. V ✓ (/X/.J . School District certifies that (Appli ant) (Street Address) (Phone N� erW )�z (City) has complied with the requirements of Resolution No. representing square feet. . 0 School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ / �/ / ' ✓l/ IAB 2926 $ FULL MITIGATION $ �z Date ' Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls I10/98ldmm O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO 1 I HAVE HAVE NOT E3 signed an application for a building permit for the proposed wodr- 3. I have contracted with the following person (firm) to provide the p sed construction: NAME: DRESS: CONTRACT 4. I plan to pro portions of this work, supervise, and prove the major wor NAN1E: ADDRESS: \ PH0N-E: CO 5. I will provide the work indi, NAME / f the work but I have co NO. have hired the following person to coordinate, CITY: OR'S LICENSE NO. (hired) the following persons to provide ADDRESS 'PHONE \ TYPE OF WORK SIGNED:\ PROPERTYOWNER: �J SOCIAL CURITY NUMBER: D ATE: r, — I NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be -completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORIy1ATION Dear Proeerri 0--er: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. hen you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and he Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are riot required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting he Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, �CU�_ Mic el C. Vi ira, C-8.0. 1vt ger, Building Inspection . NOTE: T11 is Owner -Builder Information is required by Secdon 198.10 of the Califernla Health and Safety Code - OVER -M: PLANNING - LARRY PAIRM REIM Maim) ENV HEALTH APPROVED CONOMONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL E WFErmit s L Date: 1--112117-0a -3GInfOrma�%Onlal ^ ��02 Owners Name: J Owners Address: Budding Site Address: BUTTE C Y AP*: o6 D5D _L K/► � J NNING T V Parcel Acreage: 7) k Gv L(P) ProoertYInformal on Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home a/SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multl-Family >2 units per parcel 11 eptic ❑ Well ❑ Other Zone District: 1 — '�j J i'li Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: land Conservation Agreement N No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan CR No ❑ Yes • Violation Area D? No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N e® No ❑ Yes, check use Enterprise Zone Floodplain JN No ❑ Yes Zone: Watershed Protection Zone E] No ® Yes Drocosed Use Complies With: General Plan iR Zoning :)r000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit =ommercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes aoolicable Setbacks: • ❑ Other ❑ Cther ❑ Cohasset Panel Number: 0 y 6z _ ❑ Accessory Budding Use Zoning Code Street & Hiqhways Fire Pr non Subdivision Ma Front SO L_ Side ) 0 3� Side street Rear] MC�Unt ,.nvironmental Health Issues: Septic Permit Review: Well Permit Review: Land Oevelopment Review: Parcel Created by: ❑ Deeds Date of Creation: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes im Map Date of Recording: `3— 2�— 9 3 R Lot. Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the _ ❑ Obtain a Certificate of Compllance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. 40 •fit P tU - o b 5 -050 - o L� Lt � � Ke4ra ri�# �� � ' .j •! � : ' . .. � i � a , � , �! ; � _ �. ., .:, .a v Al ��„ �•,i � 1' '.-•o - -. �_ -• I. !'rr ! .I .. i t- � i I -j fi-,�..I- .� � _ .L.•i �_ L-- ,. � �; ;'_ �! .. ; �' '•iii � ,.��..ij.. -- - ' I � . .. � _ ! ,. _......_� • .I . •'�-�- --�1a i..___...._ I I I ,tiny:_-- _�.._ . . • � � � i. i .; � _���.._. fir$ � z I �e, rh\ Jr G9 1 .. ', ' ' ; , I Cps' �� 'J�' t� �: � ; I• i �..;..� ..,.., � _�"�' t �LANNING DIVISI ri �IJ�DIN� APP VAL Use; —s 01<1 Parking:_ -- aindscapIng; ! I I. i • ! - I. ! ! I` Other.. •Go�O � l .�� � � I � I _ • I • _ _• , • (� -� �.. • • � . i Signature: ; ' �• : i Mr_�Norman F. Haard 1819.Amador Av t L V Davis, CA 95616-3104, 4 -�1o,n , earl Dorl n 'S en l tAT O cl cc P.M � U CS! d �r �n 07 14AY G r Coo n► Pla r) Y.) n 9 I)eP &unix CenitY T)r Qrowke. Ci A 7 065-05M44"" 01-2574 -HAARD, NORMAN ORMXN &'VICTORIA t toWLAKEFRONT DR-' MAGALIA ELEC FUTURE LOT DEVELOP,, OFFICE Copy Address GAS Meter By Date ELECTRIC Meter Byi��;� Date i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541� Ry�IT NO. 01-05-77 (Rev. 12/96) APPLICATION AND PERMIT `� ASSESSOR PARCELNUMBER 065450444 ZONING BUILDING PERMIT OWNER TELEPHONE ftp SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1819 AMAD08 AVFo,, DAVIS, CA 9-56-1-6-3 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS j CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS .,,,.. Plan Checking Fee $ SUILDINGADDRESS Dam, mAaALIA Energy Plan Checking Fee $ $ r „ PERMIT FEE LOT NO. SUBDN181ONSNAME PARCEL i MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE } ` SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ y Describe Work: ►•!x('1'QTC' FY]R ')jt?b' Jaz' .)P'4FT 1PM4'�•rr1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE..$ L ELECTRICAL PERMIT 20.00 Main Service z�o.A oa LEss W f LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. E� I, as owner of the property, am exclusively contracting with licensed contractors ° to construct the project ❑ _ 1 am exempt under Sec. - Business and Professions Code for this reason 1 I, WORKERS' COMPENSATION DECLARATION d I hereby affirm under penalty of perjury one of the following declarations: I ❑ 1 have and will maintain a certificate of consent to ,self -insure for workers' compensation, as provided for by section 3700 of t6 Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) "M I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Q \ t , tt X `"^"'' _ Date _ i -Sign-ature of Applicant - Owner ❑ Contractor_}-A6fnt An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories ineight. Main Service TO .• I CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. SLDS. NON REOSID. MU LTI.OUTIET POWER APPARATUS 8 SINGLE OUTLET CIR. B20 o 1.w Ex. Occup. OUTLET OR FD(TURES Ex. Occup. oFuT MED REQS J EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 - PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEI.AD. E FEES IMP FLOOD CDF PARC rJHDS E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat d above for which fees have been paid. t I% By Date 1 t PERMIT EXPIRES ON) ��✓ Date Receipt No. . WHITE-D.D.S.-B.D. CANA-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT �c COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530)-891:-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 L 4 ORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ' above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Z: . r. Date I REV 1042 �a.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • ` Oroville, California 95965 • Telephone (530) 538-7541PElRy�,IT NO. (Rev. 12/96) APPLICATION AND PERMIT 0) • a5-li ASSESSOR PARCEL NUMBER 065-050-044 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1R19 AMADOIR AVE DAVIS, CA 95 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ I= �Zlo Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61ifies ❑ Installation ❑ Other ❑ Describe Work: EJ Fj l"JC Fa Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 000R LESS Main Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ( [31 am exempt under Sec. Business and Professions Code for this L reason Main Service To ,000A 46. 00 NEW CONST. DWEWNG OCCUR. W OR ADDNS. ( i ACC. BLD S. SO So 3.50FT. NO...,. T.MULTI.OUTLET C. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. `^- Ex. Occup. OUTLET OR FIXTURES s20 @ +.00 Ex. Occup., oFlinrED s ASID°e, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring__23.00 . _ _ T - _ __- FEE : ''•'ii ' rPERMIT WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply ith those provisions. X v�Q ate �a – �� �_ �_ ture of Applicant - Owner ❑Con aet gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in geight. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE HAz. D PEES IMP FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work -indicated a ve which fees have been paid. By Date CJ / PERMIT EXPIRES �� ' )0 00 Date Receipt No. WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "Z� Oct -12-01 06:33A PRE=INSPECTION REPORT I OWNER: (L LOCATION: /10. CONTRACTOR: l 7 PRE -I NSPETION FOR: ' �-�-- DATE TOINSPECTOR: wo j l 01 li PERMIT HISTORY:( )NONE DATE: A.P. # ZONING: ( )AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: CornmerciaWsage: Residential/# of Units: Currently Occupied — AbandonedfV acant_� Electric: Electric currently On__ Off Yes No Condition of Electric Gas: Currently on— Off— Natural- Obvious ff Natural propane None�� i Obvious Problems: Sanitation: Plumbing Working _ Potable Water Well Working Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE: V HOLD FOR Inspector: Date_���1�/(/ Sketch buildings on reverse and indicate location on property. x --1 pwner O ConV&ctCr' t_B. t . of ADPrCent - .o-•. o.... +'o'• tleoP end demo..... An OSHA Po•mit .� io4u�•� t ^" of svuctu.ea ova. � aro.tee h`gai9nL" -7i C-, /'k - =w' CHICO ENV. HEALTH EHS Septic/"U ❑ APPROVED. ONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMITICLE/IRANCE Permit #: SCJ =;,fir' 10 20000 Date: Genera/informal on J `'Y t,, ata 3'ii ? jC iN Owners Name: �`�,��1/�i��i���%� Parcel Acreage: Owners Address:V, fSG M Building Site Address: eMeerZ MOrmation - Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic El other Zone District: _�!� Date of Zoning Ordinance: General Plan: Development Agreement: / Use Permit: Variance: � � • . Land Conservation Agreement % No ❑ Yes, check use Minimum Acreage: Nitr t Acti PI IM No ❑ Yes Parcel -Is In: a e on an Zoning Code Street & Highways Violation Area ❑ No ❑ Yes Front Specific Plan No ❑ Yes ❑. Chico ❑ D2N Enterprise Zone y No ❑ Yes, check use / No Yes � - • ® ❑ I 1' - Floodplain Zone: ❑ No a Yes- Rear Watershed Protection Zone -: - - Proposed Use Comolies With: IS General Plan 19 Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: L, ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side D O Side street Rear O 0 Heioht Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No. ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: JR Map Date of Recording: Lot: (00 Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meetparcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Commence: ,S A � � G�'ss.Y---C-JJT• OBJ W e �f�Sr NOTES RESIDENTIAL 065-050-044: 99-0642 PERMITeNO. �.HAARD; Norman._.._.; 6700 Lakefront Drive, Ma ' lia.95954 ,; Contr: Turf Shed .10X20StgShed SPECIAL CONDITIONS / CHECKED / BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION' ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER , , JOB FINALED (Date) Signature V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts' 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits.Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Lingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts' 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive 0 Yes ] No/Walks 0 Yes 0 No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch 9. 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date Setbacks -Easements Card B-1 Date Card B-1 Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY • Mrs-eived�/The Sum ofVFVV 7vo /.,/7, "'n Z --- Received: ReCeived By.A&", &AV -,Wk WEICASH Title CHECK By i bAVCO BUSINESS FORMS • (916) 7438511 C' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 ��-PE"1 .No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-05-0-044 ZONING' -rm BUILDING PERMIT OWNER NORMAN HAARD TELEPHONE SQ. FT. OCC. BUILDING VALUATION 200 3,600 . OWNERS MAIUNG ADDRESS 1819 AMADOR AVE, DAVIS CA 95616 CONTRACTOR'S NAMETELEPHONE TU — CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63-00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 40-95 BT7 6TTIKEFRONT DR, MAGALIA Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SHED SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 10 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10 X 20 STG SHED Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2000 oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service sow TO 46.00 CCUOOOA NEW coNST. DWELLING occuP. ORw ON. ( BL 3.5¢F°. MUICCO NON -REBID. 07.50 APPARATUS b SINGLE OUTLET CIR. EX. OCCU OUTLEr OR FIXTURES .00 BAL O I.SO Ex. Occup. ouTLFrs Ro .1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP_ $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisi S. S X` DFate `� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ pFc V E $ 23 95 giv CDF AR HD U t4 4-1 This permit is hereby issued under of the Butte Coun Code and/or indicated above r hi h fees have By PERMIT EXPIRES the applicable provisions Resolutions to do work been paid. /, Q Date / Date Receipt No. WHITE-D.D.S.-B.D. -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12196) APPLI ATION AND PERMIT ,065ZA ASSESSORPARCl9.Nu - ZONING BUILDING PERMIT V �- OwlaRn ' je A TEIEDHONE SO. FT. OCC. BUILDING VALUATION ow►,E"/sVw�u OWNER t c-14 eo'rtRACTO S COWTRACTOAS,WING AO VAF 57 .-.4?, CONSTRUCTION LENDER 7eO 640,"—'T LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHRECT OR ENWNE:FA LICENSE NO. Film Fee $ 20.00 ARCWrECT OR ENC NEERS W AJNG ADDRESS Permit Fee $ Plan Checkin Fee $ q WILD ADDRESS A1<J—; F�/1%7' *Q Energy Plan Checking Fee S 00 /oo' S PERMIT FEE5-1 LOT NO. susayscNaFwLE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF G Duplex O Mobilehome b Other 2 sPW`Y Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1S.00 Each gas water heater or vent 15.00 TYPE OF WORK NewAddition O Remodel O Utilities O Installation O Other O Describe Work: � 37/) aA COO ::541,F n Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Feel 20.00 Main Service zo°DOYOA DO"R Fes 23.00 \MW 7 j G ^ c 9 ` ® ReceiptNo. WHITE-O.O.S.•8.0.. SOR PINK -INSPECTOR GOLDEN WOO -APPLICANT Main Service 10uA TO t000A 46.00 NEW CONST. DWE1LlNi OCCUP, so. OR ADONs. L ACC. BLDG. 3•�Fr. clum 1.FOImFT NOWRESID. MULT@7.50 POWER APPARATUS a SINGLEounET EX. OCCU OLITLEi OR fDCTUREB 200 t.00 ES SAL .SO 50 EX. Occup. OUTLETS ESIO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. WiringHE23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 —Heating —Cooling Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee $ Energy Inspection Fee $ «C CONST' INPE TOTAL FEES HAZ O. FEES WP FLA00 COF PAACEl PO HO IssuE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON to TO: Building Department. FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached�04 Floor Plan Attached ° Sent to B.D. 4 -s- a� / n 700 La -Ke- F-mwt Or-. CADS a 050 o 044 Owner Location AP# Plan Approved for: Sewage Disposaler Supply: Public rivate Well Clearance for OVIOtt". Other No record -s Ric SIyr e� .r�, Sao f4A° S.,K,,I �s sw aK nlams° Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist r -- 99 Date COUNTY OF BUTTE.-- DEPARTMENT OF DEVELOPMENT SERVICES - BNLDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET I OWNER: ASSESSOR PARC ER: O �S ' �5�-- o Proposed Building Use: Building Inspector: Date: —_� At time of permit application, I was rldvised. the following data must be submitted prior to permit processing and/or issuance: . Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets; signed by the preparer of plans. P E13. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4'sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 1:16. Energy Design Compliance and supporting documentation.---------='`__4---------------------------------- El --------=-'=- 4---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.-------------------------------------------------------------- ='= ------------------------- anufactured H me 20 and instal ation instructio including Tie Down Specifications .------------------ Fees of $ L �- Impact fees as shown on the attached schedule. ----------------- --------/-, ------------------=------------ alifornia Department of Forestry plan approvallfees. -�j�`� (� ----------------- 113 -------------- 13. Flood elevation certificate.--------------1------------------------------------------------------------------------- � 4. Sanitation and plot plan approvalC % Health Department. ------------------------------------------- y� 015. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- . Planning approval for (A) Use: 016, (B) Parking: ) -.-------------------------- YI 8/ 18. Contact Land Development about Iinrrovements, ❑ Drainage, V Legal Parcel -------------------------- 111. 9. ----------------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --;---------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number ..-_---------------------------------------; ----------------- ❑23.Owner-Builder Verification (Given to owner} 0, Mailed to owner 0).• -------------------------------------- ❑24. Letter of signature'authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. -------------------------- --------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------- ------------------------------------------------------ 028"Existing ------------------------------------------------------------------------- ❑28`Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $--------------- 1130. -------------- ❑30. Other: ------- When you issue the permit, process as followJKMail to owner, ❑Mail to contractor. ❑ Telephone ,.�' and hold for pickup at office. ❑ Deliver with inspector. Applicant: J%_- Date: Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Date:- By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: ' By: 1. Index permit application for the above items numbered: ;;* 16 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisipft counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑ Buildin iv' ion counter; by Dat . Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. . Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. April 14, 1999 Norman Haard 1819 Amador Avenue, Davis CA. 95616 Building Permit Number: 99-0642 Assessors Parcel Number: 065-050-044 Atte Coun t LAND OF NATURAL W EA LTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1 Provide structural calculations for building, including gravity and lateral. 2. Provide structural analysis for connection at pitch change of gambrel roof. 3. Your elevation shows a 6068 door, the engineer stamped plan shows a 4060, please clarify. 4.. Label floor plan to show loft area if you plan to build it. 5. Plan check cannot be completed until the above have been received. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, David Wasney Building Inspector III. CA -(,C - cc: Tuff Shed AAE- A -16-c LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMINTAL HEALTH - PERMIT CLEARANCE V, Building Permit No. 99-0642 ( STORAGE SHED ) OWNERS NORMAN HAARD A.P. NAME NUMBER 065 050 044 C`PRINT.. LAST NAME FIRST---,. -- ADDRESI/S"" /LOCATION: 6700 -a-RE-FRONT.. DRIVE, MAGA�LIA COUNTY ZONING DESIGNATION: T VV P FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION:// MA4TH: l 'SOF, OF RECORDING: 3ZZ-7 LOT l.0 BOOK (I 2 PAGE 93 COMPLIANCE WITH OLD SU (VISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES VNO NO - IF YES, MARK APPROPRIATE ITEMS) BELOW: A. ' Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. �<7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. —9. Conned to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordancewthjhe `National Fire.. Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. "IN —11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees., X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. ' 23. 24. 25. 26. AI01N3Wd013A30 dNbl 3WS :10 A1Nnoo 6661 1 p ddd ®Bni30all LD 6/98 FORMS\BLDG PERMIT CLEARANCE /�CVv CONCRETE RETAINING -BEARING WALLS HOFMANN BUILDERS 6 COTTAGE CIRCLE CHICO, CA 95926 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 SUBJECT: CONCRETE RETAINING -BEARING WALLS FLT EGINEERING 5790 CLARK ROAD BY: FLT DATE: 08/02 JOB NO: 2132 PARADISE, CA PROJECT: HOFMANN BUILDERS SHEET 1 OF 14 6 COTTAGE CIRCLE, CHICO, CA 95926 DESIGN CRITERIA: STUD WALL AND ROOF ARE SUPPORTED BY CONCRETE RETAINING- BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED AT TOP BY CONCRETE SLAB AND AT THE BOTTOM BY FOOTING & SOIL. CODE 1997 UBC R C E 32434 QROEESS/p Reg. Expires 12-31 -2004 CD W cc SUPERIMPOSED LOADS: MIN. DL = .010x8+.015x3=.12k/I MAX. LL = .040 x 14 +.015 x (14 - 3) +.010 x 12 =.85 k/I civ CAV LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL ) AND SLIDING RESISTANCE ( MIN. DL ONLY). MAX. LL - ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L WALL DL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3.0' FROM WALL - 2.0/6^2 = .056 KSF -- P SURCH. 6" WALL: 6.1 2'- 1" TO 4'- 0" HIGH WALL - SHEETS 2 & 3 6.2 4'- 1" TO 6'- 0" HIGH WALL - SHEETS 4 & 5 6.3 6'- 1" TO 8'- 0" HIGH WALL - SHEETS . 6 & 7 8" WALL: 8.1 2'- 1" TO 4'- 0" HIGH WALL - SHEETS 8 & 9 8.2 4'- 1" TO 6'- 0" HIGH WALL - SHEETS 10 & 11 8.3 6'- 1" TO 8'- 0" HIGH WALL - SHEETS 12 & 13 CONSTRUCTION DETAIL - SHEET 14 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH -- f c = 2500 PSI @ 28 DAYS, REINFORCING - ASTM A615, GRADE 40, WELDED WIRE MESH - ASTM A185, 6x6 - W I A x W I A (10/10), ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF ta`2Z�OZ PROJECT : HOFMANN BUILDERS / JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ' (916) 872-0254 SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10, SHEAR —Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ 24 ' - HORIZONTAL: #4 @ 13 SHEET 2 OF /if 0.12 0.85 4 4.67 6 1.46 0.33 0.13 0.20 0.16 0.108 0.180 COMBINED STRESSES @ WALL 0.08 < 1.0 PROJECT : HOFMANN BUILDERS JOB NO. . 215 DATE e 8/200r CALCIS BY : FLT FOOTING DESIGN DENSITY OF SOIL (PCF) DENSITY OF CONCERTE C Pi :F ) ALLOW. SOIL BEAS'INim PRESSURE (PSF) ALLOW. LATERAL BEARING PRESSURE C PSF) FRICTION COEFFICIENT — Fc BEARING PRESSURE REDUCTION ( PSF ) NET. ALLOW„ BEARINim PRESSURE (PSF) PRELIM. FOOTING — WIDTH (INCHES): - DEPTH (INCHES)-. DESIGN FOOTING — WIDTH (I LACHES) — DEPTH (INCHES) TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%) ACTUAL SOIL PRESSURE 0 ( PSF) e SLIDING RESISTANCE — Fr (KIP)-; SLAB REINFORCEMENT RE I NF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET) DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES) SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (II'd''''2/L F) ALLOW. TENSILE STRESS OF REINFa (KSI) LENGTH OF DOWELS (INCHES) FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916 ) 872-0254 SHEET 3 OF %� loo 150 1500 200 0. 35 0 1500 1 1. SID 6. 0() 12.00 12.00 1.54 0. 0 1537 1500 Q�. 4 8.65 4 4 7.27 0. 003' 24 3.73 FLT ENGINEERING , PROJECT : HOFMANN BUILDERS 5790 CLARK ROAD JOB NO. : 2132 PARADISE, CA DATE : 8/2002- (9 16) 872-0254 SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP) 0.12 - LIVE LOAD (KIP) 0.85 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.67 REACTION @ TOP OF WALL - Rt (KIP): 0.�5 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.42 HEIGHT OF 'O' SHEAR - Ho (FEET): 3.39 MOMENT - Mw (FT -KIP): 0.50 AREA REINF. (IN` -2) 'dl (IN) SIZE & SPA (IN) ------------------------------------------------- C) " 0 9'. 12.1 ------------------------------------------------0.092 3.75 #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN" -2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.21 < 1.0 PROJECT : HOFMANN BUILDERS JOB NO. : 2152 DATE : 8x2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL SEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - FE: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF)2 PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): DESIGN FOOTING - WIDTH (INCHES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - Pv (KIP) - INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE - @ (PSF): SLIDING RESISTANCE - Fr (KIP) - SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN-2/LF); ALLOW. TENSILE STRESS OF REINF, (KSI): LENGTH OF DOWELS (INCHES): ELT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T OF /f 100 150 1500 200 0.55 0 1500 18.22 6.0! 15.00 14.00 1.89 3.3 1511 < 1550 O,64 > 0.42 ¥ /r ¥,6J 4 6.21 4 4 14.13 0.020 24 17.05 PROJECT > HOFMANN BUILDERS JOB NO. e 2132 DATE_ a 8/2002 CALCIS BY : FLT SUBJECT: CONCRETE FETAINING — BEARING WALL --------------------------------- WALL DESIGN ------------- ALL i=ALi=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF)s 3o SURCHARGE (FEET)2 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD — DEAD LOAD (:KIP) — LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL — Hw ;FEET) OVERALL HEIGHT OF THE SOIL — Hr (FEET),-, THICKNESS OF WALL — T (INCHES): COEFFICIENT — a TOTAL EARTH PRESSURE — Fhr (KIP) REACTION @ TOP OF WALL — Rt (KIP)- REACTION :KIP)REAi=TION @ BOTTOM OF WALL — Rb (:KIP HEIGHT OF e G l SHEAF: — Ho ( FEET :) MOMENT — Mw (FT—KIP): AREA REINF. (:.T.N. 2) sd9 (:IN) SIZE & SPA (:IN) ------------------------------------------------ ).208 3.75 #4 @ 11.5 MIN. VERTIi=AL REINF. — .15 % CIN'" ? MIN. HORIZONTAL REINF. — .25 % C IN'' 2) : DESIGN REINF. — VERTI)=AL: . #4 @ 11 — HORIZONTAL: #4 @ 13 FLT ENGINEERING 5790 CLARK ROAD PARADISE, )=A ( 916 ) 872-0254 SHEET 67 OF Al 0.1 0.35 8 6.3 3.67 0- 1 . 46 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0. 180 )=OMBINED STRESSES @ WALL 0.45 < 1.0 ' PROJECT : HOFMANN BUILDERS JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF Ilt- 100 1:50 1500 200 0.35 0 1500 14.89 19.30 15.00 21.00 2.22 15.0 1779<—,1725 � ��� 1.09' > 0.72e ,�� _ �,=~ 4 4.84 4 23.28 0.029 24 28.09 ' PROJECT : HOFMANN BUILDERS ' JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) � OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (K'P): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): - AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ________________________________________________ 0.019 5.69 #5 ` 191.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET q5 OF Pl� 0.12 0.85 4 15'1 4.67 8 1.46 0.33 0.13 0.20 2.24 6. 0.144 0.240 COMBINED STRESSES @ WALL 0.04 < 1.0 ' PROJECT : HOFMANN BUILDERS JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � SHEET , OF ", �� 100 150 1500 200 0.35 0 1500 12.49 6.00 12.00 12.00 1.60 0.0 1598jQ: 1500 4 Z At f. 0.46 > 0.20yelf—=060 4 10`93 4 4 7.27 0.029 24 8.78 ' . PROJECT : HOFMANN BUILDERS JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRAVITY LOAD - DEAD LOAD (KIP) 0.12 - LIVE LOAD (KIP) 0.85 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.67 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.42 HEIGHT OF '0' SHEAR - Ho (FEET): 3.39 MOMENT - Mw (FT -KIP): 0.50 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.060 5.69 #5 @ 61.5 MIN. VERTICAL REINF. - .15 %(IN^2): 0.144 c25MIN. HORIZONTAL REINF. - .2% (IN -2): 0.240 ' DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 ' COMBINED STRESSES @ WALL 0.10 < 1.0 r } , BLUEBERRY HILL CEDAR HOMES P. O.. BOX 1600 MAGALIA, CA 95954 F L T ENGINEERING ' 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 -Y CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT:D BY: /0%-! DATE: O2 SHEET No. / OF 3� CHECKED BY: DATE: JOB No. 20`3 SUBJECT: �� sv� ✓E�' of ��aE c�Gs �s r�E- �rev��� ���s� ��e ��-T'�-�.tG ..�j fi,S/LTi, �o��.a�o�� � ��?���/•��' -45le7/ci'4-2 i0,c h/! -L re_-"a/f;E �aing ' C'o,�� f9g7 U�c R C E 32434 Reg. 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D/l 7,K /2010 - _ 7x �OZ r� ,(`f /J / d Lam` j �. i� /, JZ y r 01/1 Cly �.7` LAG/ Z� x 2C C w A 200 VZ /`'lex . �nE� �� _ �'• 6'��Z x � � , .06'7 � -- �.C. 7x C 02d ^x y'x 2z la) r7 � /17., AZV-x 2¢, F4-. O/.c t, D/x 2012 t Z2r `T)] _ . //0 r,J� _ a/36 t • d/z6� x ,�� . 0117x z d7/2 = 0�6 �� IFL7 EmaUmmnoma 07Quc7uRZrU CALCULAMONS, CIVIL • STRUCTURAL BY: ALT DATE: OZ SHEET No. �— 6 OF � (530) 872-0254 FAX (530) 872-9331 203 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. T - `r- 117- �i TS /Z Jr,E/Omn Tri S�;WZ> e i 'C-)—�9'V,y ra JZ�—e�- ,gY GCS 33 0 074 ac /13;1 721A 10,E 2 3.P'� �. FLU E M O M EE NO M CIVIL • STRUCTURAL BY. SGT DATE: OZ SHEET No. —/ OF 31 (530) 872-0254 FAX (530) 872-9331 2O3Q 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: - JOB No. . A , 4;lf�s /2 '�� r 2.. % Z. Z�c mol Z. �6 ti 2� �= 7Ff1/f-y- 7 x 7q'll/Z 2 7g-7 �Z r rLY• S'r�r7cT D 7. 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Af • � � � 6¢ �� 12p�'c _ �'S'L FLU EMMM ENOme CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 a7WVccrunz ,�L C ALCUUM S BY: DATE: SHEET No. A5 — `� OFF CHECKED BY: DATE: JOB No. 001?( � �,�E / 2 • — � Gam, f ,�v�Zs 6X 0 s "hl y z �•�. G/,vF� /Z�Lr t-,O/x -?.(;e 73 77- 776 GSTx !2 c- coe.. 7v 017, 2 —3 1��x O¢Ox �!'33,� �Z3�ZK/9) x Z.. Z. gf .e�� � Zo �3�/• �'� 2 � l 33 = �; �2 ! — d �. ,� y ��st',v CIVIL • STRUCTURAL • BY: �L% DATE: `� SHEET No. � — � OF -31 (530) 872-0254 FAX (530) 872-9331 2D,?f 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ZV-2> 17V v A 0 /2e'.e /Z/ 149,p = 1 ¢, 2 4 /EaL .S' S 12 { �E/ate 3, 72 -IF - , 7, AF �6'�Q — �3 2<0��, /fix _ `�� �� sl►�. Ap ,a er /Z �. sZ3 �� 7 �.. lc�c� ¢ _vrF3Fe /r6 y e- lAi�c, TD /CZ; CoVAI.s A// . ..... so FLU EMMMEENOM CIVIL • STRUCTURAL (530) 872-0254. .FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Z-,,,4, .W�`�� BY: � DATE: DZ SHEET No. 45 — OF2 4— CHECKED BY:* DATE: JOB No. .7-0,3/ AV- /1101 V - /d ,L Ice 7TE7 97'r =r /i dz K 4 /e Ar � �3�3 = % ��� l- 3 3 - �- ?a° 1. �d'� l• p7'e i UPLt �/`�• — w , /� , . _ AP -3,(-- �B = Zc . ZOx l fd",c /fir, /? 7 �.� 7 r '/�i¢. FLU EMMMEEROM CIVIL • STRUCTURAL BY: �`� DATE: D� SHEET No. (530) 872-0254 FAX (530) 872-9331 OFZo F 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 7 L . ,4, A(g aloC 13T O/r x 33 Z_Z = , 3o 0 97n 33 s,6 . /z�P-" rz1, 2/ a 7, 7/-. 7/ 71, fZ /_�, — , 13�f . 0/1c (, 67 7' �{'• 2) =- , 2Z � , 33 t,491rc r- 33 x O/' 33 x =.33 bZ1 L-2,77, 72 /lzlO - x'.Wx /,Z/, -�qw r- ETA¢ E7Z lr L CT EMOOMEEROM(a CIVIL • STRUCTURAL (530) 872-0254. FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Z-,,4, - -S7 (cala7-1) OcTRUCTVML C ALCULQ'TOOMS BY' v DATE: SHEET No. 's—'7 OF CHECKED BY: DATE: JOB No. Ai Z. 7717--�— , 37g T-.3 - 70 ADL Olsl�.c 3 t, D/,� 3 Oise acl�oG �P = ��7 —, 6'?x / 37� f2Z f � 3. �6 '� — ���•�12-2x �'rrr-� �tz�dF ,�oo,� s' — �v-w �• Z ?7�� _, O�'9'c�i — �� ��' �al�e9l/2 Ql�oL s 6//Z &&aL . ®/x 71 _ , l'9Z `C� (,57-,5`7-f-.- A3 ��rrw 67-`� 270 � �T/0Z 3 �d'of PrP zt.d; 3312) _, zD/'e�� sol"e 3 l t, /`/Z x A Z X 3- Z orl":' _. ��� C�1�D�1C�C�G�3��1C� ��QMC���QL1� C�GQ�ML�lQ400O� CIVIL • STRUCTURAL ��TOZ A � 3¢• (530) 872-0254 FAX (530) 872-9331 BY: DATE: SHEET No. OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. s Vis Cz54-wr) (Fez -7,o-,4, 't. �-t. 7��� Tr, %D� -- sass �. �Z��pI� = / Z9� / .SsP, /Zo Tom. 8 /7a' 2"�%z Q ��• s y� V T f 1! r d %! % j�GL c_ hlfZ z y Ale 1.7 � z ¢03 t 1•ll - �f�'� �vr'c; �%Tz.i o roc y CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 A.f s��2 BY: IG% DATE: • �Z SHEET No. OF CHECKED BY: DATE: JOB No. C V'1147 / ` p 4�f K 3 19"r7ZL6 Np,r f-, S�,rEr ,8-/D o"� 3 �- SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 2D35t 1. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 5/8" DIA. A. BOLTS @ 72" o. c. MAX. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". 5/8" DIA. A. BOLTS @ 72" o. c. HD2A HOLDOWN ON 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D & E " BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 5/8" DIA. A. BOLTS @.60" o. c. MAX. WIDTH OFr PANELS AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO JOIST W/ 16d @ 12" o. c. JOIST TO TOP PLATES W/ A35 @ 48" o. c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, H & J" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST W/ 16d @ 6" o. c. RIM JOIST TO TOP PLATES W/ A35 @ 20" o. c. MSTC40 TIE ON 2 - 2x EDGE STUDS TO 2 - 2x POST BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 5/8" DIA. A. BOLTS @ 60" o. c. HD2A HOLDOWN ON 2x EDGE STUDS OR POSTS W/ SSTB 16 A. BOLT TO FOOTING OR 3 - 5/8" DIA. A. BOLTS WITH 6" EMBEDMENT TO 8" CONCRETE WALL. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C & D" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO JOIST W/ 16d @ 4" o. c. JOIST TO TOP PLATES W/ A35 @ 16" o. c. MSTC40 TIE @ EDGE POST TO POST BELOW. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, H & J" BELOW. 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 5/8" DIA. A. BOLTS @ 42" o. c. HD6A HOLDOWN ON 3x ( MIN.) EDGE STUDS OR POSTS W/ SSTB28 A. BOLT TO FOOTING. WIDTH• OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D & F' BELOW. 10.3/8" OSB OR PLYWOOD CDX WITH 8d @ 2"/12". 5/8" DIA. A. BOLTS @ 32" o. c. HD2A HOLDOWN AT 2 - 2x POSTS W/ MSTC40 ABOVE, USE SSTB 16 A. BOLTS TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D & F' BELOW. 11. 1/2" PLYWOOD STRUCTURAL I, EACH SIDE, WITH 10d @ 3"/12". USE HD6A HOLDOWN ON 6x EDGE POST TO POST BELOW THRU UPPER BEAM AND HDIOA THRU FLOOR BEAMS. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES `B, G & I" BELOW. 12.1/2" PLYWOOD STRUCTURAL I, EACH SIDE, WITH 10d @ 2"/12". 2 - 3/4" DIA. A. BOLTS @ EACH PANEL. - HD14A HOLDOWN ON 6x EDGE POST W/ 1 1/4" DIA. TYPE `B" HEX -HEAD A. BOLT TO .FOOTING ( EMBEDMENT PER PLANS). WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D & G" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO SILL OR FOUNDATION PLATE. B. CONTINUE WALL SHEATHING UNDER FRAMING OF PERPENDICULAR WALLS. C. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. D. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. DOES NOT APPLY TO ANCHORS IN 8" CONCRETE RETAINING WALLS. E. EXTEND A. BOLT OF HD AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL - ALONG THE ROD. F. USE 3x (MIN.) FRAMING MEMBERS @ PLYWOOD SPLICES (JOINTS) AND 3x P.T. HEM FIR (MIN.) FOUNDATION PLATE. G. SHEATHING ON BOTH SIDES - USE 4x ( MIN.) EDGE STUDS AT VERTICAL SHEATHING JOINTS AND 4x BLOCKINGS OR BEAMS @ HORIZONTAL JOINTS. H. USE NOTED CONNECTIONS AS APPLICABLE @ TOP OR BOTTOM OF SHEAR WALL PANELS. I. CONNECT HOLDOWNS W/ THREADED ROD OF THE SAME DIA. AS THE REQ'D ANCHOR. J. 16d SINKER NAILS INSTEAD OF 16d COMMON COULD BE USED. FLU E MOO M EE QO me CIVIL • STRUCTURAL BY. DATE: OZ SHEET No. v —/ OF - .3 (530) 872-0254 FAX (530) 872-9331 203 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY:. DATE: JOB No. Goffs ,S.rs� ov G Cf/ -7. f2 rip. z gF- 29 c%— �2 z' rtf 14 -PD /c�� . wf #i% T' f i2s . Z' RFs 6' �4, Givy �L�� �11V��uVL5LSW0UV� ��WV��VW � �L�=JL�VL�Lr.1���UV� CIVIL • STRUCTURAL BY: v` DATE: SHEET No. —� OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. `l. ?2'e 7079—p��D6'� c — ( r* -e-. "�) - :;' co / 457 6 Ic /I sr-_ l g2 -;.- / I� /Vo w1l 77 /-cl 77- L-),r��- 7 5� G// E 3x 17A�91(? 3� /23,� l 7 3 3 3� FLCT EMMMLSEIJlOM ��WV��VW �li�1L V�L�Lr�1��O11V� CIVIL • STRUCTURAL BY; )z_r DATE: ° O� SHEET No. ` —V OF (530) 872-0254 FAX (530) 872-9331 203 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 131Y ae A9 z� s'73' rD� ovvr�a. /IT6 Co�yrr,d ��ss USE /Z /vp4f T� • �� FT Gtx�F /3 { D,6' — �,. _ ADZ `c d'/ 71Z @ 6 7rlz-,cz 2-, — /- c��' f CIVIL • STRUCTURAL BY: ll--�T DATE: OZ SHEET No. `— OF 3 f (530) 872-0254 FAX (530) 872-9331 �3 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969' CHECKED BY: DATE: JOB No. T 7Z 1� 721, 76 4 bra . A-11 Z — 7 A6, X 11L0 Z4f��IgF ra 601- Ar - 7 03 'At C> ,o ecr e /cP y' , </Z y�4 . OV��. ,g, /3 7 -.,73,e.7 -r3 z cf'D'C Af AC ��o FLU EMMMEEG N(a CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 SMUCTUML CALCULacTooHO BY'�DATE: �2 SHEET No. G- f OF -34 CHECKED BY: DATE: JOB No. Ct'� Ddc 7� #(r T- 36 OP t , dlx r3 = 33 �// 4 07 /47.>a �lz- �� � - F L4 E MM M G E R p A1C CIVIL •STRUCTURAL BY: DATE: �LOZ SHEET No. "' OF (530) 872-0254 FAX (530) 872-9331 - ¢ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 2D3! ,aL - o� orv� y is vse=> 1k) 4-Z -� / 7 4 A 5h, STS 44,7-C=z�. ra r 4E7477D h io K� 2¢.�--er, PROJECT : HAARD RESID. JOB NO. : 2034 DATE : 5/2002 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): EXTER. FOOTINGS YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KfP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 O �� LEVEL 30 .5 40 2500 .28 .7 3.5 xY � 3.5 TOTAL EARTH PRESSURE - Fw (KIP): 0.18 MOMENT - Mw (FT -KIP): 0.21 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------- ________________________________________ 0.026 5.69 #5 @ 144.6 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 0.144 0.240 COMBINED STRESSES @ WALL: 0.05 < 1.0 PROJECT : HAARD RESID. JOB NO. : 2034 DATE : 5/2002 CALCIS BY :FLT FOOTING DESIGN: _______________ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF):' 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12' DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.30 OVERTURNING MOMENT - Mo (FT -KIP): 0.40- .46TOTAL TOTALRESISTING WEIGHT - W (KIP): 1.16- .16RESISTIN8 RESISTINGMOMENT - Mr (FT -KIP): 1.32 OVERTURNING RATIO - SF 2.89 NET MOMENT - Mn (FT -KIP): 0.86 ECCENTRICITY - e (FEET): 0.26 ECCENTRIC MOMENT - Me (FT -KIP): 0.30 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT -1): 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 1031.77 < 1500 _ SPh (PSF): '131.56 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1381.77 < 1500 - SPh' (PSF): 481.56 > 0 SLIDING RESISTANCE - Fr (KIP): 0.51 > 0.30 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.82 MAX. MOMENT @ TOE - Mt /FT -KIP): 0.23 AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.018 8.69 #5 @ 203.2 DESIGN TOE REINF.: #5 @ 24 FLT ENGINEERING PROJECT : HAARD RESID. 5790 CLARK ROAD JOB NO. : 2034 PARADISE,. CA DATE : 5/2002 (916) 872-0254 CALCIS BY : FLT SHEET /--�'OF 3f SUBJECT: CONCRETE CANTILEVER RETAINING WALL ` __________________________________ ' WALL DESIGN: � ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): EXTER. FOOTINGS .5 YIELD STRENGTH REINF. (KSI): ' 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP): .28 - LIVE LOAD (KIP): .7 OVERALL HEIGHT OF THE WALL - H (FEET): 5.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5.5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.45 MOMENT - Mw (FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZE & ��������������---------------------------------- ---------------------------------0.100 SPA (IN) 0. 1005.69 #5 @ 37.3 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): - 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 1'5 COMBINED STRESSES @ WALL: 0.15 < 1.0 PROJECT : HAARD RESID. JOB NO. : 2034 DATE : 5/2002 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET CnA90F 3 14 DENSITY OF SOIL (PCF): . 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): ' 12 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 8 _ BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 38 OVERTURNING FORCE - Fo (KIP): 0.63 OVERTURNING MOMENT Mo (FT -KIP): 1.37 TOTAL RESISTING WEIGHT - W (KIP): 1.92 RESISTING MOMENT - Mr (FT -KIP): 3.86 OVERTURNING RATIO - SF 2.81 NET MOMENT - Mn (FT -KIP) - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT_KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - A (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------- 0.080, _______________________________________________0.080 8.69 #5 @ 46.5 DESIGN TOE REINF.: #5 @ 24 2.49 0,29 0.55 3.17 1.67 937.80 < 1500 275.89 > 0 1054.14 C1500 601.65 > 0 0.95 > 0.63 1.42 1.02 PROJECT e HAARD RESID. JOB NO. . 2034 DATE . 5/2002 CALCIS BY . FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO- LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) 0 30 SURCHARGE (FEET): EXTER. FOOTINGS „ 5 YIELD STRENGTH REINF. C FCS I) e 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)u 2500 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD CKIP)° OVERALL HEIGHT OF THE WALL — H•(FEET) OVERALL HEIGHT OF THE SOIL — Hr (FEET) THICKNESS OF WALL — TOP (INCHES): -- BOTTOM (INCHES)., COEFFICIENT — a TOTAL EARTH PRESSURE — Fw (KIP) MOMENT - Mw (FT—KIP): AREA REINF. (IN''" ) ° d' (IN) SIZE & SPA(IN) 0.253 5.69 - #5 @ 14.7 MIN. VERTIC=AL REINF. — .15 (II`.I"2) MIN• HORIZONTAL REINF. — .25 1 (IN''20 DESIGN REINF. — VERTICAL: #5 @ 12 — HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL — H2 (FEET) HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET) THICKNESS OF WALL — BOTTOM2 (INCHES): TOTAL EARTH PRESSURE — Fw2 (KIP) MOMENT @ Hw2 — Mw2 (FT—KIP)g AREA REINF. (IN"2) 'd°(IN) SIZE & SPA (IN) -------------------------------------------------- 0.100 .5.69 #5 @ 37.3 DESIGN REINF. — VERTIC=AL: #5 @ 24 FLT ENGINEERING 5790 CLARK ROAD FARADISE, CA ( 916) 872-0254. SHEET C-11 OF 34 .28 .7 7.5 �Q•3 7.5 8 8 1.46 0.84 2.11 0.144 0. 240 0.36 < 1.0 5.5 5.5 ANN= 0.45 0.83 '^ PROJECT : HAARD RESID. JOB NO. : 2034 DATE : 5/2002 CALCIS BY : FLT ' FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN:- - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET C-/-2OF "3"� �� 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES):' 24 ` - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): ' 14 � BACK TO BACK OF WALL (INCHES): 24 TOTAL WIDTH OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP).- OVERTURNING KIP):OVERTURNIN8 MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ` NET MOMENT - Mn (FT -KIP) - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF)- SLIDING RESISTANCE - Fr (KIPA FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 01145 8.69 #5 @ 25.6 ' DESIGN TOE REINF': #5 @ 12 1.08 3.07 3.41 9.39 3.00- 6.32 .06 6.32 0.40 1.35 4.50 3.38 1157.45 < 1500 357.74 > 0 1330.29 <,1500 496.01 > 0 1.66 > 1.08 2.13 1.85 '- PROJECT : HAARD RESID. JOB NO. : 2034 DATE : 5/2002 CALCIS BY : FLT FOOTING — HEEL: UNIFORM WEIGHT @ HEEL — Wv (PLF): 900.00 WEIGHT DUE TO GRADE SLOPE — Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL — SPf (PSF): 713.16 MAX. MOMENT @ HEEL — Mh'(FT—KIP): 0.66 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.047 9.69 #5 @ 79.6 DESIGN HEEL REINF.: 45 p 94 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET C-10 OF 34 ° FLT ENGINEERING PROJECT : HAARD RESID. 5790 CLARK ROAD JOB NO. : 2034 PARADISE, CA DATE : 5/2002 (916) 872-0254 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. SHEETeSnAPOF 31f GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): EXTER. FOOTINGS .5 YIELD -STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP): ' - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.514 5.69 #5 @ 7.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 6 - HORIZi]NTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL- Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.253 5.69 15 @ 14.7 DESIGN REINF. - VERTICAL: #5 @ 12 .28 .7 9.5 9.5 8 8 1.40- 1.35 .46 1.35 4.29 0.144 0.240 0.72 < 1.0 7.5 7.5 8.00 0.84 2.11 FLT ENGINEERING PROJECT : HAARD RESID.5790 CLARK ROAD JOB NO. : 2034 ^ � PARADISE, CA DATE : 5/2002 (g16) . 872-0254 CALC'S BY :'FLT SHEET C-ArOF 34 HEIGHT FROM TOP OF THE WALL - H3 (FEET): 5.5 HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): 5.5 THICKNESS OF WALL - BOTTOM3 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw3 (KIP): 0.45 MOMENT @ Hw3 - Mw3 (FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------- ---------- ___________________ _______ � . 0 0 0 � .15.69 #5 @ 37.3 DESIGN REINF. - VERTICAL: #5 @ 24 FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0,35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 24 - TOE (INCHES): 32 FOOTING KEY - DEPTH & WIDTH (INCHES): 24 ' - BACK TO BACK OF WALL (INCHES): 24 TOTAL WIDTH OF FOOTING (INCHES): 64 OVERTURNING FORCE - Fo (KIP):' 1.65 OVERTURNING MOMENT - Mo (FT -KIP): 5.79 TOTAL RESISTING WEIGHT - W (KIP): 4.53 RESISTING MOMENT - Mr (FT -KIP): 15.46 'OVERTURNING RATIO - SF' 2.67 NET MOMENT - Mn (FT -KIP): 9.67 ' ECCENTRICITY - e (FEET): 0.53 ECCENTRIC MOMENT - Me (FT -KIP): 2.41 FOOTING AREA - Af <FT^24 5.33 SECTION MODULUS - S (FT^3): 4.74 SOIL PRESSURES - DL ONLY - SPt (PSF): 1358.04.< 1500 - SPh (PSF): 34D.71 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1440.07 < 1500 : - SPh' (PSF): 521.18 > 0 SLIDING RESISTANCE - Fr (KIP): 2.49 > 1.65 PROJECT : -HAARD'RESID. JOB NO. : 2034 DATE : 5/2002 CALC'G BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIN: 3.23 MAX. MOMENT @ TOE - Mt (FT -KIP): 4.38 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.344 8.69 #5 @ 10.8 DESJGN TOE REINF.: #5 @ 6 FOOTING - HEEL: UNIFORM WEIGHT @.HEEL - Wv (PLF): 1100.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL - SPf (PSF): 722.21 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.02 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.072 9.69 #5 @ 51.6 DESIGN HEEL REINF.: #5 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET K�ACOF 014- FLST EMQME N0HQ CIVIL • STRUCTURAL BY:(' DATE. SHEET No. OF (530) 872-0254 FAX (530) 872-9331 c _. 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �`3` D2 x F, 2(fix /-�/Z , ?jr-`e— Use �f� s / D 2, Z/ -e- 2QOz 2 A5,f G t• Z�x 0-c�t.O/lc.t,62 2,37` Z0 �t"�C- .o' a' OIC(.�,¢,� ,VAM,ZA4 4;,eAP& �. N p. n o J L--1 e asses . "Cr paw CONT, COVC. *,eEY Jt/geee- OCCe/,eS %Vi4LL "Hl "' H2 "%" �/~"�Z �♦ "Be 'rC' YL" Na' oLi � � 9 re r •/ i �— A•/ 3�6" 2�" 8° !2° — .8°. — - ZOO" Sec's"#Se/5"#Se 2g 2-�S — A,2— A .3 7! C U // N /4 /l 2¢" Z¢" /Z y 4' E ` p ,� S� /2" n SSC ,c�,g 9-6 5t$ F A 21" // // // J • ¢" M p �� 6a ¢— �$ #s(� /2 // iy O 74F -S-: E e D/.4�1FT�.� S Oie Z� f1/,c1, COIVC, ,ee7741,0� /Voo -LL Ar,S. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 6x MEMBERS - D. F. NO. 1 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC .117-93 AND SHALL BE OF COMBINATION SYMBOLS AS NOTED ON PLANS. I L LAMINATED VENEER LUMBER (LVL) SHALL BE OF GRADE 2.0E PARALLAM (PSL) AS MANUF'D BY TRUSJOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN .CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (INCOMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO.23-II-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS, UNLESS NOTED OTHERWISE. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2000 PSI MIN. IN 28 DAYS EXCEPT 2500 PSI IN 28 DAYS FOR RETAINING WALLS. 18. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40, U. N. 0. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. 21. REFER TO LINDAL CEDAR HOMES PLANS FOR MATERIAL NOT LISTED ON FLT ENGINEERING PLANS. �; .j PROJECT e HOFMANN BUILDERS JOB NO. o 2132 DATE o 3/2002 CALCIS BY o FLT FOOTING DESIGN ---------------- DENSITY OF SOIL (PCF) DENSITY OF CONCERTE (PCF) ALLOW. SOIL BEARING PRESSURE (PSF ) ALLOW. LATERAL BEARING PRESSURE (PSF ) FRICTION COEFFICIENT — Fc BEARING PRESSURE REDUCTION (PSF) NET. ALLOW. BEARING PRESSURE (PSF) PRELIM. FOOTING — WIDTH (INCHES ) — DEPTH (INCHES)- DESIGN INCHES) DE'SIGN FOOTING — WIDTH (I NCHF_S — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE Coro ACTUAL SOIL PRESSURE — 0 (PSF) a SLIDING RESISTANCE — Fr (KIP) SLAP: REINFORCEMENT --------------------- REINF @ TOP OF WALL (BAR #) MAX. HORIZONTAL SPAN OF WALL (FEET) DESIGN HORIZONTAL SPAN C FEET ? SLAB THICKNESS CINCHES? SLAB WIDTI—! REQUIRED (FEET) DESIGN AREA OF SLAB REINF. (IN� 2/LF) ALLOW. TENSILE STRESS OF REINFo (KSI) LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E ) 872-0254. SHEET %1 OF /¢ 100 150 1500 00 0.35 0 1500 14. 49 6. 00 15. 00 14. 00 1.93 3 Ju J 1587 ti 1550 �. n J7 0. 42 C /•rC . Ori 4 7. 84 4 4 14.13 0.029 4 17.05 PROJECT : HOFMANN BUILDERS JOB NO. : 2132 DATE : 8/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESI8N REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 0.12 0.85 8.67 8 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0.240 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 COMBINED STRESSES @ WALL 0.20 < 1.0 PROJECT : HOFMANN BUILDERS JOB NO. . 2132 DATE : 8/2002 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY -------------- DENSIT`' OF SOIL VCF 7 : DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF ): ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTINim — WIDTH (IhCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — 0 (PSF ) SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ---------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. CIN' /LF?: ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS :INCHES?: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /3 OF Yf 100 151 1500 20C) 0.35 1500 16. moi.' 1.76. 18.00 21 . 00 2.53 15.0 83 7 1 J�': 125 1. 2 0 0.72,x!4 -=l 4 6.11 4 4 pp 23. 28 0. 029 4 28. 09 DA I.......... .....O.�. SUBJECT .... _...... `..../PFT� SHEET NO-It C'?JKD.BY...... ..... _....7ATE...... frrA/N11(149 '.BeAAe11,1C..AV4GL.......... JOS NO........... Zl3Z........... __... COTTif E G� Gh�ICO //OPf9,4ic%t% ,B<J/LOFie.S' 6' Ci¢. a� ,v SUPER/MPOS�O G GLIDS PL�iP �S`HEFT 4; rCURA 0PT101144 - /f ///,V/X 5e 774101 C ¢ "CONC. S4A,8 X�/4¢ a ¢8 r - e rrd= W VeW;r 4044, L /N719 ;-Ile OR W W. F, r I 1 CU.e$. � ¢8 0. � • MAX, 8! SEE NOTE #2 //CL aBA�PS rC �BA.�S — rX x DOWELS OR 46-1,10 VFieT N-4GC. //VTO SG.4B ` r 2CLFA/P e AL4 COMP�4 CTG'D rT� .o � p V 1.107 e .3 WA rZ CA 4 G/c4 vE q ESS/ oQ0oF oNq�F "e",SA�es 1. T yU� 2�, •o'. °d'',SA&S �Q� Q�� . W No. 3 4 3 yCGF.4R 74 * l CIV1 �Q R C E 32434 9rE. ��� Reg. Expires r y B QF CALF 12-31-2004 36r CO/t/57 I)&TA /L VPf2 ZOZ �/N /t/,T, S, RTG. STEPS N4.4. .r 1111 'PA // tB r Cr '#C'# rDr i- 6 / ��0I 6 r %2N /2' /2N 2¢` 8�0- y 4e 2¢ c/3' *4 e"i"e 9a ¢&Zf, /-#¢ 6',Z a o' 'y /, 9 /sy /f ° ,/ a 2-Ir _ 9•3 8LO° I Z/ // Z/° W 2¢-OU ` 8•� ��Oy 8� !2y /Z" /2y Zg` 8�0` Se 2¢ Se%S` #¢x2�y�Q8" �"�24 /-�S — 8.2 6 r O /¢// /S /4' /6 � O I // B 3 8'0., �, Z/'' /B' 2/ � � 2¢ �Oy u a y p ► �-#s- /VOTES' : A 1,4P 'L/Ole/Z. lee/N/�0.CC/.vG 2¢"0,e 30 BAR 2, P,POY/DE Sf10x/X/G Of CDiNC. /Y1444 Uit/T/G rhw CO.c/C. OF rll/ SLAB /S C-6 ieeP (7 ,OARS 3. )orneFO/e0.DC4/.V P// TO ,oAy41!;,vr w Z C!/FT. [F 4,`7 CEMOHMEMOM -- OPT/ON•4L . 5790 CLARK. RD., PARADISE, CA:. 95969 (916) 872-0254- .. =- TABLE OF CONTENTS TOC Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 PrO] 'ect Address 6700 LAKE ******* . FRONT ........ DR. MAGALIA, CA *v6.01* 9 Documentation Author... ROBERT A. MANGRUM ******* Buil g P t # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001.Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING .............'.. 13 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 Project Address........ 6700 LAKEFRONT DR. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Bui ng it # Paradise Mechanical I'Ll, 446y 5655 Almond Street Plan Che6k / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 GENERAL INFORMATION Conditioned Floor Area..... 3379 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 12.3 a of floor area Average Glazing U -factor... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.64 Average Ceiling Height..... 9.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R=17Lk 8 0.065 Wall None R-0 R-0 0.000 Door None R-0 R-0 0.330 Roof Wood, R-11 R-19 0.031 Floor Wood R-19 R-0 0.037 S1abEdge None R-0 R -0F2=0.760 S1abEdge None R-0 R-0 F2=0.510 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SE) 5.0 0.500 0.610 Standard Standard Yes Window Front (SE) 12.0 0.500 0.610 Standard Standard Yes Window Left (SW) 15.0 0.500 0.610 Standard Standard Yes Window Left (SW) 12.0 0.500 0.610 Standard Standard Yes Window Left (SW) 12.0 0.500 0.610 Standard Standard Yes Window Left (SW) 12.0 0.500 0.610 Standard Standard Yes Window Left •(SW) 12.0 0.500 0.610 Standard Standard Yes Window Back (NW) 6.0 0.500 0.610 Standard Standard Yes Window Back (NW) 6.0 0.50`0 0.610 Standard Standard Yes Window Back (NW) 6.0 0.50{0 0.610 Standard Standard Yes Window Back (NW) 15.0 0.500 0.610 Standard Standard Yes Window Back (NW) 6.0 0.490 0.670 Standard Standard Yes Window Back (NW) 6.0 0.149,0 0.670 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 FENESTRATION WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard Gl:: --•-0 60 50 External Insulation R -value R- n/a Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Back (NW) 33.0 0;:1500 0.640 Standard Standard Yes Window Back (NW) 6.0 0.500 0.610 Standard Standard Yes Window Back (NW) 12.0 0.500 0.610 Standard Standard Yes Window Back (NW) 17.0 0500 0.610 Standard Standard Yes Window Back (NW) 10.0 0.5,00 0.610 Standard Standard Yes Window Back (NW) 25.0 0..500 0610 Standard, Standard Yes Window Back (NW) 10.0 0e490> 0..670 Standard Standard Yes Window Back (NW) 10.0 07490 0.670 Standard Standard Yes Window Back (NW) 25.0 0�500� 0.610 Standard Standard Yes Window Back (NW) 10.0 0)500 0.610 Standard Standard Yes Window Back (NW) 9.5 0".490 0.670 Standard Standard Yes Window Back (NW) 25.0 049,,0 0.670 Standard Standard Yes Window Back (NW) 10.0 490 0.670 Standard Standard Yes Window Back (NW) 10.0 0.490 00/ 0.670 Standard Standard Yes Window Back (NW) 25.0 01.49 0.670 Standard Standard Yes Window Back (NW) 9.5 0`.4.90 0.670 Standard Standard Yes Window Back (NW) 11.5 0.490 0.670 Standard Standard Yes Window Back (NW) 10.0 0.490 0.670 Standard Standard Yes Window Back (NW) 10.0 0.4900.670 Standard Standard Yes Window Back (NW) 11.5 0N-4'90 0.670 Standard Standard Yes VSLAB SURFACES Area Slab Type (sf) Standard Slab 968 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace`rte �08.0_0 AFUE n/a Crawlspace R-4.2 No No Setback ACSplit 10rr0-O:SEER N.o Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard Gl:: --•-0 60 50 External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HAARD RESIDENCE Date'..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD• Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 t SPECIAL` FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *,** This building incorporates non-standard Natural Vent Area or Vent Height. This ]5uildingincorpora.t.es:a—Housew-r-ap-/-Air In-f=iltr-at- on—Retarder. This -building incorporates non -'standard Duct Location. HERS REQUIRED VERIFICATION ***-Items in this section require field testing and/or *** *** verification by a'certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must -be reported on the CF -6R installation certificate.-*** - This•building incorporates non-standard Duct Location. This_bulding,incorporatesxDucts in a Crawlspace or Basement Location. The , lo'c'al enforcement agency,_may waive HERS verification for these `locatiohs--7 REMARKS A n A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project -Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been'signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Title... Agency.. Phone... Signed.. (date) OL DESIGNER or OWNER DOCUMENTATION AUTHOR Name...'. VICKI HAARD Name.... ROBERT A. MANGRUM Company. Company. Paradise Mechanical Address: 6700•LAKEFRONT DR. Address. 5655 Almond Street MAGALIA, CA 95954 Paradise, CA 95969 Phone... (530) 873-0188 Phone..L53 -877-8882 License./270 Signed. Signed.. 9 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) OL MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 Project Address 6700 LAKEFRONT DR ******* Documentation Author.. Climate Zone....... Compliance Method.. MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the.features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design -.Enforce- ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. . 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- 110-113: HVAC equipment, water heaters, showerheads and er merit zfaucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance z with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. ✓ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually j operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation / pump time switch. ✓ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible / lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of ,40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 P t Add 6 70 ******* rojec ress........ 0 LAKEFRONT DR. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 9596.9 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File.-HAARD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.34 13.33 2.01 Space Cooling.......... 9.49 10.77 -1.28 Water Heating.......... 8.43 7.43 1.00 Total 33.26 31.53 1.73 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor..,. Average Glazing SHGC....... Average Ceiling Height..... 3379 sf Single Family Detached New Front Facing 135 deg (SE) 1 1 ReducedYear Raised Floor 1 33545 cf 968 sf 12.3 % of floor area 0.5 Btu/hr-sf--F 0.64 9.9 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 3379 33545 1.00 Yes Setback 8.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 117 0.065 17.8 135 90 Yes W.19.2X6.16 2 Wall 192 0.065 17.8 135 90 No W.19.2X6.16 3 Wall 651 0.065 17.8 225 90 Yes W.19.2X6.16 4 Wall 195 0.000 0 225 90 Yes None 5 Wall 605 0.065 17.8 315 90 Yes W.19.2X6.16 6 Wall 651 0.065 17.8 45 90 Yes W.19.2X6.16 7 Wall 258 0.000 0 45 90 Yes None 8 Wall 252 0.065 17.8 135 90 No W.19.2X6.16 9 Door 20 0.330 0 135 90 Yes None 10 Door 20 0.330 0 225 90 Yes None 11 Door 20 0.330 0 135 90 No None 12 Door 20 0.330 0 315 90 Yes None 13 Door 20 0.330 0 135 90 No None 14 Roof 1647 0.031 30 n/a 0 Yes R.30.2X4.24 15 Floor 1647 0.037 19 n/a 0 No FC.19.2X8.16 0.500 0.610 315 90 PERIMETER LOSSES 11 Window Back (NW) Length F2 Insul 315 Solar Standard/0.76 Standard/0.68 Surface (ft) Factor R-val 6.0 Gains Location/Comments 315 HOUSE Standard/0.76 Standard/0.68 13 Window Back (NW) 6.0 16 S1abEdge 28 0.760 R-0 Standard/0.68 No Door Back 17 SlabEdge 84 0.510 R-0 90 No -Standard/0.68 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 5.0 0.500 0.610 135 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 12.0 0.500 0.610 135 90 Standard/0.76 Standard/0.68 3 Window Left (SW) 15.0 0.500 0.610 225 90 Standard/0.76 Standard/0.68 4 Window Left (SW) 12.0 0.500 0.610 225 90 Standard/0.76 Standard/0.68 5 Window Left (SW) 12.0 0.500 0.610 225 90 Standard/0.76 Standard/0.68 6 Window Left (SW) 12.0 0.500 0.610 225 90 Standard/0.76 Standard/0.68 7 Window Left (SW) 12.0 0.500 0.610 225 90 Standard/0.76 Standard/0.68 �8 Window Back (NW) 6.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 9 Window Back (NW) 6.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 10 Window Back (NW) 6.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 11 Window Back (NW) 15.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 12 Window Back (NW) 6.0 0.490 0.670 315 90 Standard/0.76 Standard/0.68 13 Window Back (NW) 6.0 0.490 0.670 315 90 Standard/0.76 Standard/0.68 14 Door Back (NW) 33.0 0.500 0.640 315 90 Standard/0.76 -Standard/0.68 15 Window Back (NW) 6.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 16 Window Back (NW) 12.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 17 Window Back (NW) 17.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 18 Window Back (NW) 10.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 19 Window Back (NW) 25.0-0.500 0.610 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 20 Window Back (NW) 10.0 0.490 0.670 315 90 21 Window Back (NW) 10.0 0.490 0.670 315 90 22 Window Back (NW) 25.0 0.500 0.610 315 90 23 Window Back (NW) 10.0 0.500 0.610 315 90 24 Window Back (NW) 9.5 0.490 0.670 315 90 25 Window Back (NW) 25.0 0.490 0.670 315 90 26 Window Back (NW) 10.0 0.490 0.670 315 90 27 Window Back (NW) 10.0 0.490 0.670 315 90 28 Window Back (NW) 25.0 0.490 0.670 315 90 29 Window Back (NW) 9.5 0.490 0.670 315 90 30 Window Back (NW) 11.5 0.490 0.670 315 90 31 Window Back (NW) 10.0 0.490 0.670 315 90 32 Window Back (NW) 10.0 0.490 0.670 315 90 33 Window Back (NW) 11.5 0.490 0.670 315 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Window- Overhang Left Fin Right Fin - Area Left• Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 5.0 1.0 5.0 2.0 10.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.0 3.0 4.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 5.0 3.0 2.0 8.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 3.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 3.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 3.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 3.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 2.0 3.0 15.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 2.0 3.0 15.0 2.0 n/a n/a n/a- n/a n/a n/a n/a n/a 10 Window 6.0 2.0 3.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 5.0 3.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.0 2.0 3.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 2.0 3.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 33.0 5.0 6.6 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 6.0 2.0 3.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3.0 4.0 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 17.0 2.6 6.6 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 10.0 2.0 5.0 4.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 25.0 5.0 5.0 4.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 10.0 2.0 5.0 4.0 14.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 2.0 5.0 4.0 14.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 25.0 5.0 5.0 4.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 10.0 2.0 5.0 4.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 9.5 2.5 5.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 25.0 5.0 5.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 10.0 2.0 5.0 4.0 7.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 10.0 2.0 5.0 4.0 7.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 25.0 5.0 5.0 4.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 9.5 2.5 5.0 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 11 C -2R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 Surface 30 Window 31 Window 32 Window 33 Window System Type HOUSE Furnace ACSplit Tank Type OVERHANGS AND SIDE FINS Area Slab Type (sf) HOUSE Standard Slab 968 HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value Leakage 0.800 AFUE n/a Crawlspace R-4.2 No 10.00 SEER No Crawlspace R-4.2 No WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. ACOA Manual Duct D Eff No 0.743 No 0.674 Window— Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 11.5 5.0 4.6 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 2.0 5.0 4.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10.02.0 5.0 4.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11.5 5.0 4.6 4.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 968 HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value Leakage 0.800 AFUE n/a Crawlspace R-4.2 No 10.00 SEER No Crawlspace R-4.2 No WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. ACOA Manual Duct D Eff No 0.743 No 0.674 COMPUTER METHOD SUMMARY Page 12 C -2R Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 MICROPAS6 v6.01 File=HAARD Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 13 HVAC Project Title.......... HAARD RESIDENCE Date..09/10/02 13:44:09 Pro'ect Add 670 ******* ress........ 0 LAKEFRONT DR. MAGALIA, CA *v6.01* Documentation Author... ROBERT A..MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HAARD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-HAARD TITLE 24 1312 GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3379 sf 33545 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction............... Glazing Solar .................... Infiltration ...................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 135 deg (SE) Heating Cooling (Btuh) (Btuh) 14807 5478 8234 4323 n/a 13556 19080 5757 n/a 2100 4212 1561 46334 32774 n/a 6555 Minimum Total Load 46334 39329 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. A A K U 6700�-aKefror�� r1Jr, (5,�% e�res� -14,J ! J / y SVG v Water 1 � bed goo ►^� s -., 1-0� hath Y'`' asen�en� cpG) dale ENVIRONMENTAL HEALTH JUL 12 2002 CHICO, CALIFORNIA I ro�erl"� I��ne '----7---------1 _ \ ` \ ' \ ! \ ' \ '�+ . ` 41 , \ / ` \ /"l '71 / -- in ---------- ' -Ma+e-- -- / ^ Signature \ \ � | ' � ------ - --- ' —�-----��� \ \ ' ` ` �[TH EW�UmmEn^"^u�.~'_ ~~ /'' ' ww% m «993 .~._ Cmur�."., u��[y� 8�VR��mEm�°L..~_� . rA=D~– / \ \ . . ' ^ ' ^`^vED \ �County Butte | Environmental �j , en+=� .-uc -- in ---------- ' -Ma+e-- -- / ^ Signature \ \ � | ' � ------ - --- ' —�-----��� \ \ ' ` I -q T "DRIVE EXIST. POWER POLE 12'-0' GkAVEL D, 5-0* 20'-C x 20'-0' CONC. SLAB �0'-O'x 22* -0l' IONC. SLAB W LL, CON LOATION (100'-0' MIN V E5A1 0 1 CH F L Mi. OM 1SEPTI TANK. - OR Ljj U-) LU w Qe U- 1, C? Q) LOT #1, NANTHEI SUBDIVISION 5.001 ACRES AP NO. 58-`18-10/6-05-35 - 210.55 SLS, PE R, 300.0 X0 1 .28, CONC. ALK k'300 0, (93 MIN.' DS ............ ......... .. ........ .27.2,-o. ... • .... ........ ............. .w.,..... .............. 50 GAL SEPTIC TANK. zz,-\-AND 12) 100'-0' LEACH LINES, STALL AS'PER BUTTE CO.,. ARDIS 0. APPRO\/ED Butte county Envir amental Health - -4�- 0-5--- Y-,� ate Signature NORTH ENVIRONMENTAL HEALTH ITE PLAN DEC -8 1992 SCALE: I' = 40'-0' WOHNOUTKA RESIDENCE MAGALIA, CALIFORNIA JOB NO. 9284 11-9-92 I c1c �6 It vi-je- +0 \ 6,joor n i x3 n -P c---, ! Y- 0, tl�± k 6,77 9 cc, ie Environmental Health APR 1 6 1998 Chico, CA F/ooy- ,;ZbA ;LOI -54f ( 6,(,q0 Vtv\/1 (Typ) tu/qv-;a Typ O � o a ye c LI 6y Tyf d,~� , nv� i ��. -� {—oma ot T -)L 'JI.; \k oc- f )an r -T T -) It oyv S 44 tp A *