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HomeMy WebLinkAbout039-540-048Air sri I T NAA; D4 ;-,t; mi ; -TI �AA,,A Wig it sty.1. Air sri I T NAA; D4 ;-,t; mi ; -TI �AA,,A Wig it NOTES _ RESIDENTIAL 03--3098- LUCENA,SYLVESTER PERMIT NO. ; qS,63 SUNSAP.LN, DURHAM Cont: RYTHER &-DAILEY NSF V2 �j) - .. . s.. tc�_..r 3 .. ---- ✓ / ems.-. �/ \ 7 i J 1 r - SPECIAL CONDITIONS CHECKED - BY - --SRA -` `�- FLOOD CERTIFICATE REQ. FLOOD FIRE SPRINKLERS REOr ' :g^ SPECIAL INSPECTION ITEMS ; I I VERIFY ` USE PERMIT, CONDITIONSF SUB-STANDARD.HOUSI NG, LETTER . ,• OFFICE COPY Address ji i GAS Date Meter B ELECTRIC/ Date Meter By : JpB FINALED (D R SignaturAA— = OK = Not OK = NotReadyae1e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits;.Insp.-Sketch 11. Cert. of Occupancy - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking. 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected _ 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready Date UNDERFLOOR (Plans) OK exceD RESIDENTIAL (Single & Duplex) t #'s I Date FRAMING (Cont tN r( 27'Ftg., M3in; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg.,,Garage; Sorel -Elea Grnd.-/ /" Ftg. Depth to orc Decks: Soils -Steel-/) /" Fla. DeDth .. 69 -Hold Downs and Special Anchors V r;y 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. ^ D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test + 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card BA-, Date Card B-1 Date PLUM Permit OK except #'s r r.; Vent -Access -Combustion Air Baffle 1 alefpipe• Test & Anchor -Nail Protection .V.; Test Fittings & Anchor -Nail Protection -� Shower Pan; Test, First Floor -Tub Access 21. Test,TGb & Shower, Second Floor -Tub Access 22%-436s; Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECUROAL (Permit) OK except #'s 29-_Wuro,KTransformer Clearance -Ins. Protection 25.7 E jed'I'l9peptacies Spacing -Lights& Switches at Doors Si o & No. of Conductors Stapled R ex Installed Close to Edge of Studs & C.J. E . Ground made up w/Mech Fasteners -Bond Gas & Water 2 2 lance Circuits in Kitchen Conductor Size GFI 30"S, Wire Sii /ga. Cu .C: Wire Size/ ga Cu(brg 31. Range C' le/ /ga Cu A van Circ. / /g Cu or Al In ed Neu ral O Yes O No 32. c Riser Conductors & Ground Main Disconnect 33. : Clearances Panels-Motors-Mech. Equip. 3 . thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date f &EQHANICAL (Permit) OK except #'s 3 A. ucts Insulation & Support xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Vent Fan, Exhaust above insulation 38 C densate Drain & Overflow, Size & Grade -F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Stair • idth-Headroom-Rise-Run-Landing-Fire Protection dAe"Attic Access & Platform if Furnace in Attic 5 Date Card B-1 Date , -Card B-1 Date Card B-1 Date Card B-1 Date FRAMI Permit) OK except #'s 41 s Proper Materials & Anchors ,gas Studs -Nailing Spacing & Braces -Plates -Sound Be ng Walls over Girders & Floor Nailing r to in Walls (rat proof) it ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 48.-4'_fingodoist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 4 eplace Ties or Type A Flue -Fireplace Throat Clearance p� 51. 5 . AoLminclows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stair • idth-Headroom-Rise-Run-Landing-Fire Protection 5 ywo p d on Roof Overhang -Attic Vents -Rafter Outriggers 6 57. 58 Si g-Naili Veneer uc esh-Drip Screed -Fd. Vents-Underllr. Access 59 -.era- Area -Glass Protection -Skylights -Plastic 60�oShear Walls; Nailing -Bolts j} 61. Prake Interior/Exterior Wall Panels f Insulation -Walls -Ceilings t ' 63. Infiltration -W ws Date . G Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date FINA P ns) OK except #'s Steps -Door & Sidelight Protection -Landings oke Detector Fur`nace Vents -clearance -Comb, Air-Connector- Jcn�arage; Above Floor-Ducts-Mech. Protection 68. C0. . & Bath Fixtures & Tub Access -Spa Xa'Elec,,Trim & Subpanel, Breaker Sizes & Labels 70. air$ & Rails 1�1". F place or,Stove, Clearance -Hearth Ejpd. O ets at Wood Panel, Int. & Ext. 7 . K' ixt. & Appliance; Ground -Air -Gap -Cooking Clearance utlets & Receptacles at Kit. Counter . G ge ire Door; Swing -Landing -Closure uct in Garage -Damper tr. tr; Vents -Clearance -Comb. Air Connector-P.R.V. Gar e; Above Floor-Mech. Protection PI ., Elec. & Mech. Equip. Listed for Location EI . Receptacles in Garaae (F.F.I.)-Romex Protection 80!fnsulat'on-Foam-Looked in Attic 81. GLOrd Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Cl2aranpq Looked under Floor ❑ Yes .9n ,n n 85:ffollg4na Instld./Drive es O No/Walks es O No/Planterss O No 't// 85. A.C,)dhit Disconnect, Electrical -Plumbing to h Disconnect, Electrical, Plumbing x o lec. Trim, G.F.I. Receptacle -Underground e i atiori Throughout House 44!CSp;6ctions from Previous Inspections Wiest -Meters Tagged, Gas -Electric Water Sewer Connected -C/O to Grade -HD Approval 94. Epefgy Compliance Certificate -Other Certificates Address Post 96. Fire Sprin er Date and B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: `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 OWNER PERMIT NO. ti. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. - Please notice this oflice when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. j" r s REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 53877541 CORRECTION NOTICE R 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. I( you have any questions pertaining to this matter, or need additional explanation, please contact is office immediately. r Y12d v/l,�1C" 7 �o 5(�5/�76/f oov rN ;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 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. CL -/4 Tv` I -&IA/ /TGT /k/j I- COUNTY OF BUTTE BUILDING DIVISION '�. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 x, 7 Count Center Drive • Oroville, CA • 530 538-7541 Y ( ) CORRECTION NOTICE u OWNER -ja7r 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. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. � fzC �hn.c: ancleroon X30 esplanade, chico,'ca. 95926 (PH) 530-891-4242(Fax) 530-8941234 TO -6,,L LWMA _ 1479441P&,r.M• - ~ CA • q 5128 . THE FOLLOWING WAS NOTED:)=jgl J &Pngr /lp DAT/ +f�i • 1 I J�V •� • PROJEC LOCATION 40 Gor�o avrs CONTRACTOR OWNER WEATHER � TEMP. • O at AM �S at PM PRESENT AT SITE DAIZe4 .4 _ ge,noA1r�3> die dRAWi��i•�,e•i A�7AGf/�D = AS COPIES TO�J �lV�t-CiI �'/G� 1.-(� �4-- L MU MORD SIG t9 az sm AWrrii It .1W. &D. Sheet Title -EXMRIAR ' 4ZAGLI,4774445 • IVARrH Job No.djV-4 03 C4 Drawn Checked r Revised �7- *3 ) /.S -� -) Section A Date sheet no. A3 of sheets 4*IRIN-61��Aje SdqeAep 6X6 10//0 AW 04W-3 Z/8144. 4l1V jU-S,)7oJU:,tAZ) WIt, A FR? 11-311 0 *0 CO ucattect John C. anderson S30 C"LOANde Chim Ca. 99928 916JSL4242 Lucena House Lot 10 McLaughlin McNells Subdivision Durham. Dayton Hwy Durham. Ca 95938 1 for Syl & Carol Lucena 1437NIIvcckD Chico. Ca 95927. CAD530-342-01 5 t r n= r V/ �S�4 4Z I n r �J CertainTeed M Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation Homeow er Name / Jobsite Name �c7 •� Sam L Installer/Contractor (sign) Uompany Name I-1-oLf Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Qbs.) Should not be less than: Cin.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 76 0.353 9 19 1 11.1 90 1 0.301 73/4 13 1 7.7 129 1 0.209 51/2 11 1 6.6 151 1 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 —GI' � R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE ✓) BAGS USED BATTS/ROLLS (✓) / CEILINGS 4:3 1 Z WALLS / FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 —GI' � Manufacturer Insulation Fact Sheet This is CertainTeed Corporation I nsu Sae 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW Certainftedli The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 76 0.353 9 19 11.1 90 0.301 71/4 13 7.7 129 0.209 572 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C. 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 0.484 31/8 14 17.3 58 0.467 31/2 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 's `� �-'� %2 ASSESSOR PARCEL NUMBER 039-540-022 PTN ZONING SR1 BUILDING PERMIT OWNER SYLEVESTER LUCENA 342-0195 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1437 RIM ROCK DR CHICO CA 95928 3008 R 162,432.00 CONTRACTOR'S NAME RYTHER & DALEY 345-5202 TELEPHONE 876 ti 15,769-00 371 C 4,821.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 933.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 606.78 BUILDING ADDRESS 95 Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1583.28 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 112.0 USEOFSTRUCTURE SF ❑ 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 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 9 nn Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service W.A 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. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith Fryply with those provisions. X �> Date Signature of Applicant - wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height./By Main Service WDA TO l 46.00so NEW CONST. DWEWNG OCCUP. SO U OR ADDNS. ( a ACC. Bins. 3.50FT: 119- Fp=RESID BRANCH MULTI CIRCUIOUTLETS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FD(TUREs @''0° EX. OCCU BA20 L Ex. Occup. O= RE�S16J Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 7R QA MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 6.50 Ventilation , PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $Ar, on Occ CONST. TYPE TOTAL FEE $ HAZ. D. ES IMP/ P�OOD cQ� ✓ P, EL H[% ISsu This permit is hereb issued under of the Butte County Code and/or in'ate for hlch fees have PERMIT EXPIRES ON / Z r the applicable provisions Resolutions to do work been paid. If Date //l Z 4Z Q 06) Receipt No.r1k Y, g4`q9 -' 3V0 .q WHITE-D.D.S.-B.D. CANA -AS E OR PINK-INSPE GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SE4ee - 7 County Center Drive - O®roville,,pCalifornia 95965 12/96) APPLICATI®NAND PER !iYyz CONSTRUCnON LENDER LENDERS MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS Numlvi v Vi. • W -RD -1 'JAR&OW, M41Kim— ING DIVISION 5 538-75A''II PERMIT NO. 31, iU LDING PERMIT ;C. BUILDING VALUATION Total Valuation I$ " e No. Filing Fee $ Permit Fee $ Plan Checking Fee $ $ Energy Pian Checking Fee Yr $ 03 La SSC) X -,ST S v PERMIT FEE $ PARCEL MAF PLUMBING PERMIT LOT NO. J1, SUBDIVISIONS NAME y f Z Q --j� Each Trap USEOFSTRUCTiJRE A. e— Solar or heat pump water heater SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping sem"" Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New ❑ Addition ❑ Remodel ❑ U666es ❑ Installation ❑ Other ❑ Building sewer IJCX Mobile Home I S i G I W Describe Work: O �2� � _ -• -"I _ PERMIT FEE S ELECTRICAL PERMIT \ __ODOV OR LE55 Ma' Se p .PERMIT FEE PAID $ _ n SRAI .! SHERIFF �$ _ OTHE AMOUNT RECEIVED $ jv DATE RECEIVED 1 � RECEIPT # Ln rvtce zoOA OA LESS Main Service ( 200A To ,000A 20.00 iling Fee 20.00 7.00 23.00 15.0 —1 5.0 15.00 15.00 _ @20.00 � eeTg20.00 23.00 46.00 3.5QF°: @7.50 Ex. OCCU . Oun Er OR FL no= sAL @ .50 FIXED APPLNS. Ex. Occup. unETs ESID) FA 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 U .sem r PERMIT FEE I SMXD-C-�' Mo a Home Installation Fee $ Energy Inspection FeeCO TO L FEE $ HAIDFEES M CDF 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 .:+��„ � � .- � i" ^..�;_ .;.•w'-l.rw -_ -.� � � .�..'�:; f -. . ..+{wj 'li.-i.. 'nzftY� ..�-S tea+.!' s r. ,.,Z Y;-q.:hr.'t�"PM1 -_ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovilie, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ONER: �M QM ASSESSOR PARCEL NUMBER 6-3q � 1 W� ✓�Vi��l V Proposed Building Use:c�� Counter Technician: i` Date: �% G ms required in order to apply fora permit. All boxes MUST be checked OR marked NA in order t1 pply. . Site plans, 3 or 4 sets, signed by the preparer of the plans.•' ❑ 2. 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. 4. -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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 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. Site 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............................................................................... ❑ 13: Fire Sprinklers...........................:................................................................ `I 14. AgdcuIturaI Buffer c I r and site plan apr from the Ag Commissioner Sent b'y DIC 10'- 10- 03 ❑ 15. Other ma!ning'!tem's needed to issue the permit. (May require additional plan review upon receipt of the following items.) 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 7. Statement of Intent for Non -heated and A/C Buildings .................................... 8. Sanitation and site plan approval from the Environmental Health Department in6-x-o� .G►-I�- ❑ 19. City of'Chico Plumbing permit........................................................................ �2'1.IY California Department of Forestry plan approval ❑ paid. Sent by: Plannin a roval for A Use: DK (B)Parking: C Parcel Check: 10- 1 L>- 0 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 23.. NPDES Form................................................................. ..................... Encroachment Permit for driveway from the Public Works Dep .. qzt. 7.3..y.......... ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 2 . Letter of Signature authorization.................................................................... 30. Recorded copy of Agricultural Acknowledgment Statement .................................... 21;ki iCl.i ❑ 31: Manufactured home utility clearance............................................................... �— ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. KGrant Deed, ❑ M . Title tatement of Facts, ❑ Letter from Legal Owner, ❑ Check.to H.C.D. $ 34. Other: u<. V o o ir< ` -When issued Telephone VV3 q2 . and hold for pickup. I have been informe f the ove items and requirements for obtaining a building per it. Applicant: 1. Index permit application for the above items numbered: an Check Letter 2. Additional items req ' Contractor, designe%,wneeras advised of the above data by ❑pone, mail, ❑counter, by Date: Contractor, designeas advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: s o Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: 03 Note transfer by: Date: Yellow: Building Division V"Ad, �. ^ • CU USE OAILr Piot Plan Anachad Plooa Plan Attach 2Z3 2 Seat to B.D. f / TO: "Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other L< Hold final for: C2,4,1.01 i arance O.K. for: NOTE: Environmenthl Health Specialist 8/96 Date COUNTY OF BUTTE 6) 3 l DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE11 OWNER �yL�JY \ :Q A.P. # 0Y`''8��'" PROPOSED BUILDING USE � DATE RECEIPT # DATE REC. ✓ 1. BUILDING PERMIT FEES Balance Due ....................... $t Additional Fees Due ................. $. Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 4��2. SCHOOL DISTRICT FEES :M" (paid at District Office) (Available after Plan Check) ' �� o •3 `"' 43. SHERIFF FEES (paid at Building Division) Residential ...................... $360.00 $ Un' Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. mt. 5. RECREATIONAL DISTRICT FEES i 03 (paid at District Office) (Available after Plan Check) 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. APPLICANT 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) o E' 0 National Pollutant Discharg 9 li2i ion System (NPDES) Phase II & SWPPP Non -Certification f roje� for Butte County Storm Water Permit Corel ce A By signing below, I, the project architect/engineer of record, indicate that I am aware that a c�truction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit-ft" the State Water Resources Control Board. I, additionally, understand that it is the project owne'� owner's agent's responsibility to submit a Notice of Intent (N. 01 );'a Storm Water Pollution Pre tion Plan (SWPPP) and a fee of $700.00 to the State ater Resources Control Board to obtains a permit. I, further, certify that this project ll not disturb more than 1 acre of land. I have also viewed the Best ManaZto es Handbooks, California Storm Water Quality Task Force, amento, CA. I ceopriate BMPs will be implemented to effectively minimize the ative impacect's construction activities on storm water quality. I acknowledge that I. is my oblie the project owner and contractor aware that the selectedBMPs must be installe, and maintained to ensure their effectiveness. If, at any time, site conditions orbservations by a County official warrant reevaluation and revisions of the chose MPs, the-ap`propriate changes will be made without unnecessary delay. I am aware th ailure to properly >rx> lement and maintain the BMPs necessary to prevent the disc a of pollutants from this proje t during construction could result in significant pens s and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: "Z Z8� 6%__ Title: Date: 101-7 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater.Plan RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: LUCENA 2002 TRUST DATED APRIL 24, 2002 IL-1 12 I M 12oC� D2. C+ F I C o, C A G1�12� 2003-10075573 Recorded Official Records County Of CANDACE J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 09:0" 29 -Oct -2003 REC FEE 10.00 TAX 165.00 Andrew Page 1 of 2 Space Above This Line for Recorder's Use Only A.P.N.: PTN AP# 039-540-022,023,024 Order No.: C4 -I I /G Escrow No.: 213834DT GRANT DEED 7 THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER.TAX IS: COUNTY $165.00 X I computed on full value of property conveyed, or - — I computed on full value less value of liens or encumbrances remaining at time of sale, I X I unincorporated area; FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, EDWARD C. MCLAUGHLIN and DEBRA L. MCLAUGHLIN, HUSBAND AND WIFE AS JOINT TENANTS hereby GRANT(to SYLVESTER LVCENA AND CAROL NADINE LUCENA, TRUSTEES OF THE LUCENA 2002 TRUST DATED APRIL 24, 2002 die following described property in the UNINCORPORATED AREA, County of Butte State of California; SEE LEGAL DESCRIPTION Document Date: October 16, 2003 STATE OF CALIFORNIA )SS 01:1:111f.yn• �� COUNTY OFi- ) Oil �V before inc, personally appeared ,�x\ L(�1„ Vt�i1 -t - y personally known to me (or proved to me on the hasis of satisfactory idence) to be the person(s) whose name(s) is/are subscribed Whe within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrunteut t persons) or the u' upon behalf of which the person(s) acted, executed the instrument. wIT�Ess my i td and o tial i Siguaturc i This area for official notarial seal. V JASON VANDENBERG Commission 4 9402657 -i Notary Public - Caytomla Butte County My Comm. En*es Feb 27, 2007 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below k Order No. BU -213834 DT Description The land referred to herein is situated in the State of California, County of Butte, and is described as t0IION%.S: LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BLOSSOM ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 17, 2003, IN BOOK 156 OF MAPS, AT PAGE(S) 59, 60, 61 AND 62. -PITS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MARCH 17, 2003, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2003-16436, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE 'PERMS OF SAID DECLARATION. PORTION OF AP#S 039-540-022-000; 039-540-023-000; 039-540-024-000 14 CORDING REQUESTED BY: MID VALLEY TITLE:. ESCROW#:213834DT-1/CHI- AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003--00'7'844 9 Recorded Official Records CountOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSBM Assistant 09:00AM 06 -Nov -2003 REC FEE 10.1 Andrew Page 1 of P 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 ofthis.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: SEE LEGAL DESCRIPTION ATTAC4eD Date 5.V/V6& 77E4 L140,e-n6.. Ca P -m l I- U e en 4t -- State of California County of On PROPE OWNERS: r � before me, n .'_ personally appeared t L srtiG. E !� 1 �N_Q iWe sonally known to me (or proved to on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and th by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) ac e , xecuted the instrument. WITNESS my d offici s.�, Signature Seal: `. ; DEE pALMER COMM � 135 A.P. B QNOTARY PU$LIGCALIFORNIA COUNTY OF BUTTE COMER. Expires Jane 22, 21 Preliminary Report Description Order No. BU -213834 DT The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BLOSSOM ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 17, 2003, IN BOOK 156 OF MAPS, AT PAGE(S) 59, 60, 61 AND 62. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MARCH 17, 2003, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2003-16436, BUTTE COUNTY,. CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY -SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE. TERMS OF SAID DECLARATION. PORTION OF AP#S 039-540-022-000; 039-540-023-000; 039-540-024-000 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1) (,1 .5 D/ Building Department No. A.P. Number 1) Z12- Jurisdiction: City County Property Owner rX U eel /riot Property Locatictn/Address L '� 44 4 Subdivision Lot No. Residential Development ........................................................... a ....................................... Addrdon/ Sq. Footage NoWng Mobile Home *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation Inspection) ........................................................................ ! ........................ .... Deed Restricted Sq. Footage oo' Facility document) k­At4o a - signed . 5p py of Deed Restriction and Notice of Limited Use Commercial/Industrial Q Q Sq. Footage. New Addition (Including Exterior Roofed Areas) Building D6p&tr;i9h't_Repres;entative r Date District Identification No. School -District certifies that (Applicant) (Street Address) '51) lu,5L) LO/vg (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing 3p0 square feet. JAB 2926 $ JFuLL 11117111GATION $ School District Representative Date Paid by Check # /, Remarks: Nafte: You may protest the Imposltlon of the fen Identified above by submitting a written protest totheDistrict, In compliance with Government Code Section 66020(a), within 90 days from the date fen are paid. Failure to.subn* a timely written protest will'proldbtt you from challenging the Imposition of the fen In any court actloiL If, subsequent to the School District Representative signing this Butte County Schools impact Fes'Cardfication Form, the School District Is MR by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA) this ,p al A may be subled to additional school fees to fully mmods.11s Impact an the school disbictle schools. White (applicant), Yellow (building department), Pink (school district) feeform.4s 0 0/031dm.m u,.nr�-;rel "1,rvJ�J�., ,-,. %"1rys�..r��v`��YL� �.Y Y'�`''iy YdU '�_�_crv_"i%a}�£l L,�'✓-ii.ve„y�il-�%v „`ti,t�;,s .. ;'u--�.;�� -Sr�ti-��ti � ^, -vti- r .�, .... _ � - -. - �, j Y BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): 7-ci z— ' Property Owner (s): v i ' Project Location/Address: Subdivison Name: O Assessable Square Footage: 3 y Type of Residential Devel`oppme—rT(check.one) New Development After&ion/Addition Mobile Home (s) ❑ Non -Residential to Residential Comments: 1 1�.. JJ Y twi YI ` is .. 4. ,, Building Division Representative Date 9 Durham Recreation and Park District (DRPD) certifies that ' `)u Ve 5 eX L -u C erg a ~�.� 3 Z- 0195_ ~� Applicant Name ) Applicant Phone Number Street Address CJq,(",cv C/9 i5 9 ?_ �i City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 00 square feet at $ 1.04 per square foot for a total payment of$ 3, I -n. - J oiz 0 ,DRPD Representative PAID BY CHECK No.: BANK No.: 90 - 3,;o4 PAID BY CASH: RECEIPT No.: 1 g Remarks: /.q%5�y3 Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION qrVater closet clearances (Uniform Plumbing Code 408.5). • ShOaer compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 41;gearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Bt (UBC se raced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall parcels must be in line or offset from each other by not more than 4 fee 2320.11.3). Spacing Shan not exited 34 faran t on center in both the longitudinal and tsverse directions (UBC section 2320.4. 1.) Braced'%211 lines must be continuous throughout the structure. - 2. are a lateral analysis for the areas of the building A California licensed architect or registered engineer must prep that do not comply with the Uniform Building Code. This must include the designees "weC scamp, Signatrc registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. �? Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. Floor constriction details complete enough to construct building. ,Or Elevations and wall corimcdon details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. V Garage door header size(s). . Porch header size(s). V . Typical header size(s). v . Stud heights. �i High expansive soil — special foundation design required Retaining walls requiring design. . Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 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). Exterior piaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2. 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Taro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. orgy design compliance and supporting documentation. MF responsible area requirements. UILDING PERMIT REQUMEMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certifrcatc. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- ' f RESIDENTIAL PLAN o° ,°° ° REVIEW GUIDE o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Ovvrer. D4 Building Permit Number: Plans Exa:rtiner: ,L//zdA 54.tn)PSO A P. Number. (J P— G E LN GEL ER_A,L: , Zoning requirements – (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PL .N: 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: Noise Q SR.a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :kid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 2 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall bt: 20". When «undo« s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the ficor (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 ailing height of not less than 7 fat 6 inches except as otherwise pesnoitted is this section. Kitchens. halls, bathrooms and toilet eompartaLents may have a ceiling height of not less thea 7 feet measured to the lowest_oroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square fat and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 dt 310.6.3). GFCI in baths. garage, kitchen. wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be usea room. compartment or alcove opening d for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abob c bedroom (uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom. or in g directly into any of these (Uniform Mechanical Code mcdon 304.3). Garage fireNvall separation - required on garage side including supporting walls and posts (UniibtmBtdldhs$ Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood nose location - Alcove — URIC section 205 confined space & 223 unconfined space dt 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 • SITE PLAN REVIEW APPLICATION \) Date: 1►y -- 2 — AN 0 3q - 5 Ll O - 0 r?_ OZ -J Permit Number (if applicable) 03 —33C) 8 Bin Number APPLICANT INFORMATION - Parcel Size: 0 A C - Owners Name:�L U G E � A 1 • S' 7— V Owners Address: y 3~? R-1 Telephone No.: 3-12— Situs Address: Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential_ Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ® Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ® N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved . a Conditionally Approved ❑ Resolve Problems Prior to Approval • J1 Site Plan Stamped Approved By Date 1 d1 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: 0 ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D ;5 20 C- Index Date: 6 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --- ---------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 1� T --z 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side S Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount F] Fire • A School* ❑ Parks/Recreation ❑ Roads M Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other • -------------------------------------- Subdivision Map Special Fees ❑ Water Tender . ❑ Road Improvement ❑ ' North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 h Subdivision Map/Parcel May: f3 t_C) SS 6 v� � iE -S S 0 � Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: 156 Page: S 1) A. 2- • Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: 11 Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a. pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control PlaO must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. F* Page 4of5 NOTES: • 1. THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION WHICH IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONSAS OF THE DATE OF APPROVAL AND ,IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. ALTHOUGH PARCELS 1 AND 2 WITHIN THIS SUBDIVISION QUALIFY UNDER THE SR -1 (SUBURBAN RESIDENTIAL, 1 -ACRE PARCELS) ZOI`IE FOR FURTHER SUSDINASION, PARCELS 1 AND 2 MAY NOT BE FURTHER SUBDIVIDED BECAUSE THIS SUBDIVISION MAP WAS CREATED UNDER BUTTER COUNTY CODE SECTION 24-82, FLEXIBLE LOT SIZE PROVISIONS. 3. MEASURES SHALL BE TAKEN TO CONTR& FUGITIVE DUST F. NSSIONS FROM ALL DRIVEWAY AND OTHER CIVIL CONSTRUCTION ASSOCIATED WITH RESIDENTIAL DEVELOPMENT. DUST CONTROL MEASURES CAN BE OBTAINED FROM THE BUTTE COUNTY AIR QUALITY MANAGEMENT DISTRICT. 4. DURING DEVELOPMENT ACTIVITIES, SHOULD ANY ARCHEOLOGICAL ARTIFACTS BE DISCOVERED, THE PLANNING DIVISION SHALL BE NOTIFIED IMMEDIATELY. AND ALL WORK SHALL CEASE UNTIL, A QUALIFIED ARCHAEOLOGIST HAS EXAMINED THE ARTIFACTS AND THE SITE AND SUBMITTED HIS OR HER FINDINGS TO THE PLANNING DIVISION, AND RECOMMENDED CLEARANCE TO CONTINUE. RECOMMENCEMENT OF CONSTRUCTION SHALL BE UPON THE APPROVAL OF THE PLANNING DIVISION. 5. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE Il OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PER'M'IT. 6. A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE -OF BUILDING PERMITS. THE FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMITS. T. NO PUBLIC ENTITY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF STOP SIGNS ON TURNER LANE. IN ACCORDANCE WITH CIVIL CODE SECTION 845, MAINTENANCE OF THE ROAD, INCLUDING THE STOP SIGN SHALL BE SHARED BY THOSE PROPERTIES WITH LEGAL INTEREST IN THE PRIVATE RIGHT-OF-WAY OR EASEMENT. 8. DEVELOPMENT OF LOTS 2 AND 4 THROUGH 16 WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 9. SOLID WASTE DISPOSAL SHALL BE THE RESPONSIBILITY OF EACH PROPERTY OWNER. TRASH AND DEBRIS SHALL BE PICKED UP WEEKLY BY EITHER A TRASH COLLECTION COMPANY APPROVED BY THE COUNTY OF BUTTE OR THE PROPERTYOWNER SHALL ASSUME THE RESPONSIBILITY FOR TAKING TRASH'AND DEBRIS TO A COUNTY APPROVED LAND FILL. 10. ALL ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESOURCE CODE 4290 - FIRE SAFE REGULATIONS. 0 OWNER'S STATEMENT MEMAROGYcIAUGHLINAND DEBRALYcLAUGHLOL HUSBANDANDWFBASJOINT TENANTS, AND STEVEN RICHARD YWELl3 AND KRISTIN JOAN McKELUk AS JOINT TENANTS, AS OWNERS OF THE LAND SHOWN ON THE ANNEXED MMP, AND TRI COUNTIES BANK AS BENEFOMY UNDER THAT CERTAIN DEED OF TRUST RECORDED AUGUST 17, 1903 UNDER BUTTE COUNTY REOOROEW8 SERIAL NO. 0331866 AND THAT CERTAIN DEED OFTRUST RECORDED AUGUST 71, 7001 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2011149708. AND WELLS FARGO HOME MORTGAGE ING., AS BENEFICIARY UNDER THAT CERTAIN DEED OF TRUST RECORDED JULY 7,1803 UNDER BUTTE COUNTY RECORDER'$ SERIAL NO. 93.215(11. 00 HEREBY STATE THAT WE ARE THE ONLY PARTES WHOSE CONSENT IS NECESSARY TO. PA93 CLEAR TTLEro SVD LAND AND TINT WE CONSENT TO THE PREPARATION AND RECORDATION 01 THIS FURL MAP. WE HEREBY OFFER FOR DEDICATION FOR SPECIFIC PURPOSES. THE FOLLOWING: W APORTION OF DURHAM DAYTON HIGHWAY. SUNSUP LANE AND SOUTIMUD COURT AS MOWN ON THE ANNEXED MAP FOR PUBLIC STREET, PUBLIC SERVICE AND ALL OTHER PUBLIC PURPOSES, IN FEE SIMPLE TO THE COUNTY OF BUTTE (S) AN EASEMENT OVER A PORTION OF LOTS 8 AND 0 AS BROWN ON THE ANNEXED LAP FOR STORM DRAINAGE PURPOSES TO THE COUNTY OF BUTTE (C) EASEMENTS FOR PUBLIC SERVICE PURPOSES INCLUDING WATER GAS, ELECTRIC, COMMUNICATIONS FACILITIES AND ALL OTHER PUSUC $BMW PURPOSES OVER ON AND UNDER THOSE STRIPS OF LAND SHOWN ON THE ANNEXED MAP AS P.SE (PUBLIC SERVICE EASEMENTL (D) WE HEREBY RELEASE AND RELINQUISH TO THE COUNTY OF BUTTE ANY AND ALL ABUTTER'S RIGHTS OF ACCESS ALONG THE DURHAM DAYTON HIGHWAY FRONTAGE OF PARCELS 3.;1, 4 4 7, RANO 0 EXCEPT AT APPROVEDACCESS POINTS ON PARCELS 3 AID 0 AS SHOWN ON THE ANNEXED MAP. TURNER LANE. AS SHOWN HEREON, SHALL BE RESERVED IN DEEDS AS AN EASEMENT FOR INGRESS,, EGRESS AND PUBLIC SERVICE PURPOSES FOR We BENEFIT OF PAR/CEELL 1. TEVEN RICHARD MCNEUS EDON�URDGMdAUGNLW 8V�L14./4/'It/MW'' BML cUUCUM IN wilTEN JO 1 � 1 TRI COUNTIES BANK WELLS FARGO HOME PORT E, INC. BY:BV: D .'d R.vc 1 V. O. Ee1aAAe R_ t Rue Aed FeAnocar (PRINT NAME AND TITS) (PRINT NAME AND Tir-Ef STATE OF _ COUNTYOF ON THD] jo,�OAr OP .IA.nby .7002, BEFORe YE, THfi uMmERGGNED, PBRBOWLLLV . APPCAIKD + PFRBONALLYQ10YW1TOYE(ORPROVEDTOMe ON THE BAG Te ACTORY EVIDENCE) TO BE ME PERSON(B) WI40M KAMES) ISNRE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHEITKEY EXECUTED THE SAYE IN K!VHEVTHENR AUTHORIZED CAPACITY(IESL AND THAT BY HISNERMTHEIR SIONATURE(E) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS) ACTED. EXECUTED THE INSTRUMENT. WINES! MYHAND NO SEAL REQUIRED SIGNATURE %J! " rv'IA1iFaAA ,NMOIIV MBA1all y PRINTED NANB COMMISSION EXPIRES &k, ZT,ZEDS ad 11 NOTARY'S PRINCIPAL PLACE OF BUSINESS CII(A 64110. (CITY a COUNTY) THIS FINAL MAP WAS PREPARED BY YE OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUESTOF EDWARD G MCUUGHUN IN AME, 2001.1 HEREBY STATE THAT TME SURVEY N YRUE AND COMPLETE AS SHOWN, YHATKL MONUMENTS SHOWN WILL BE SET W THEIR CORRECT POSITIONS WITHIN 90 DAYS OF THE RECORDATION OF THIS MAP AND THE MONUMENTS VALL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED BRUCE A NNBH R.C.E. 33381 + REGISTRATION EXPIRES: 0610008 d lXO�v �vw STATE OF CALIFORNIA COUNTY OF BUTTE .ORTHIS a:oF 7jpppy7,,t UNDERSIGNED, PERSONALLY APPEARED .� •N w • Daba. KNOWN TO ME(00. PROVED TOS ON THE BASIS OF SATISFACTORY EVIDENCE) TO aH THE PERSON(S) WHOSE NAMES) 18MARE SUBSCRIBED TO THE WITHIN INSTRUMENT AMD ACKNOWEDGED TO ME THAT HEMSHEIIIEr EXECUTED THE SAYE IN NISNER/MER AUTHORIZED CAPACITYPESL AND THAT BY NWHEWLIIEIR SIGNATURE{$) ON THE INSTRUMENT THE PERSONES) OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS) ACTED. EXECUTED THE INSTRUMENT. WITNESS MY NAND 1, 11' ,I / NO SEK REQUIRED. SIGNATURE .It41s1L,�H Mk -u IV MAt*-h P NTED NAME COMMISSION EXPIRES 6t*• 27. 1009 NOTARY'S PRINCIPAL PUCE OF BUSINESS ,h11.0 �* (cm acouNrh STATE OF CALIFORNIA COUNTY OF BUTTE ON THIS P— DAY OFDgAeJW .HOZ,BE➢f�t�NE THE UNDEi191GNED.PERSONALLY APPEMED16�p 1G.►w,M N.Ri,• Jtaw •iA+.>PFFO1DNA[Lr KMQWN ro MEIOR PROVED ro ve ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(g) WHOSE NAME(S) ISMARE BUBSCRIBEO TO THE WITHIN INSTRUMENTI% ND ACKNOWLEDGED TO ME THAT HEIBHIE/THEY EXECUTED THE SAME IN 111SAIERIOIEW AUTHORIZED CAPACm(IESL AND THAT BY HIRNER)THEIR SIGNATURES) ON THE INSTRUMENT THE PERSONS) OR THE ENTITY UPON BEHALF OF VWOCH THE PERSON(e) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND . NO SEK REQUIRED. SIGNATURE/A lv�+RH� MALl.c111 PAINT® NAME COMMISSION EXPIRES OJ. M. "05 NOTARY•SWROICIPALPIACEOFBUSY:ESS C.4110. Ri11(1G (CITY a COUNTY) MARYL Amb SYAYg OF OW I If COUMYOPTIIFIiB 6DLR*x ..0N7W8to rOF 7002•eEPOR[YEITIE IDNDERNIIJIIED, PF Y„ APPEARED PERSONALLY IINOWN ro ME(oR PROVED TOME ON THE BASIS OF SATISFACTOR EVIDENCE)TODETHE PeRSON(S)WHOSE NAMES) 1MARE SUBSCRIBED TO THE WITHIN INSTRIAfflRA1Q AOOQ4WED0® TO MB THAT HESHETHEY EXECUTED THE DAME IN W844EFUTHF A AUTHORIZED CAPACAVVESL AND THAT BY MBNERTHEIR SIONATURF49) ON THE INSTRUMENT THE PEN80N(S) OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS) ACTED. Exmmo THE ONDTRUMENT. WITNESS MY HAND NO SEK REQUIRED. SIGNATURE A�AMIA'r7L $. FhAAIceNaq NAME COMMISSION EXPIRES 3-09-.1FOi NOTARY'S PRINCIPAL PUCE OF BUSINESS fQCDlRPat (wTr) ify,N 11E. (CITY a cQUN L SMART EDELL, DEPUTY COUNTY SURVEYOR FOR THE COUNTY OF BUTTE. STATE OF CALIFORNIA DO HEREBY STATE THAT I HAVE EXAMINED THE FINK MAP OF BLOSSOM ESTATES SUBDIVISION MID FWD THAT R IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE BUBDMSWH MAP ACT OF THE STATE OF CALIFORNIA AND LOCK ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPUED WITH, AND 1 AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. � DATE MAOCN 10 7007 µms• STUART EDELL 0 PUIYCOUNTY SURVEYOR R.C.E. 79137 REGISTRATION EXPIRES: 03131103 DLERK OF THE 80ARD OF SUPERVISORS' STATEMENT .L C CLERK OF THE BOARD OF SUPERVI OF THECOUNTY OF ATE OF CAUFORNIA DO HEREBY STATE THAT ON THE 1�1 I D'b IA OF 7003, THE BUTTE COUNTY BOARD OF SUPERVISORS OFFICIALLY APPROVED THE SUBDIVISION LAP OF BLOSSOM ESTATES SUBDIVISION DEDICATIONS SHOWN AS ITEMS A S. C AND O W THE OWNER'S STATEMENT HEREON AND OFFERED FOR DEDICATION WHERE ACCEPTED ON BEHALF OF JES 1ED :=THE THE BOLO F SUPERWSORS BY I)P FILED TMSL'LjGAY OF ThAAF u . SK13 AT V0! A Y.IN BOOK LIL-OF MAPS, AT PAGES .C5AL las A X-�. AT THE REQUEST OF EDWARD G M4AUOMUR SERIALNO'. jaAa�J"�+j CANDACEI.GRUBBS COUNTY RECORDER BUTTE COOUINTY• CMOF'&" BY:•VL DEPUTY COUNTY RECORDER BLOSSOM ESTATES SUBDIVISION PARCELS 1, 7 ANDS AS SHOWN ON THE CERTAIN PARCEL MAP RECORDED IN BOOK 70 OF PARCEL PUPS AT PAGE 73, ALSO BEING A PORTION OF LOT S AS SHOWN ON THAT CERTAIN MNP ENTITLED RLL TURNER'S SECOND SUBDIVISION' RECORDED IN BGOK•B' OF MAPS, AT PAGE 116 IN SECTION 70. T. 71 N., R 1. E., Y.O.B. A M BUTTE COUNTY. CALIFORNIA FOR EDWARD C. MCL.AUGHUN AND STEVEN R. M.NEUS 11 RAR ROLLS ANDER vON b ROLLS wmcw+lwiamX �oKafi`+aw.NNc•A11 APRIL 5037 99130 SHEET 1 OF A 51? • 0 I] NI 1 N 1�— IimPcax • ntnalinl e:a e:, I 1]blTn Ynl WNL a�� � { { ,acsi 2 G tby 4 $�ggga Aa ee h I �Io •g $ 5qWa atg 5.; cl -' O S�Ck ¢ eii g gg s PI I cm g �• i dp0� 1 ;zI I_ al I- cc 1d31 • � _' '� s { ; 3NVl ZI 1 pew s: UM �I I a• �N y ,a br 3 9 \% asp a� 8� aq aW �I:I ���� a `s a e� \ a 3 a 2 o I'� f=•taa ],aa,Uaaax ) anlarco• U:nl]-oop].aax / T `�� u'cnl.tvUei � x.Yb1,mYNli � „ u'tnl,ls'aL2 I I u•cnlmY:• u'ctl13 ac,a.a•x _ iwl,m'aG 11•I,a9a• IiU'Itll],40P].aBM I �7 q3g I I —N� I'm o _ u { I s2 S31V1S3 A3 -HVA WVHLrIGI.a Q E ����� 8` I I 6 �:'• a �� a x �i lanOO Nod lla rye exp ; er ovoa moloans a z 12"411- er.. e� Y q 52 � �4��s= ad wg�S3 � y •°a _ �» � \ �00xjO •1 .00 qW- It. Wj \\\\,,,------,,,..`CCC///\ wa •aee4. /;;I s ��g�a�� m 'g�N1�� 7 � C u cc a � i o a = as ; g 1 x�e • ntnalinl e:a e:, I 1]blTn Ynl WNL a�� � { { ,acsi 2 G tby 4 $�ggga Aa ee h I �Io •g $ 5qWa atg 5.; cl -' O S�Ck ¢ eii g gg s PI I cm g �• i dp0� 1 ;zI I_ al I- cc 1d31 • � _' '� s { ; 3NVl ZI 1 pew s: UM �I I a• �N y ,a br 3 9 \% asp a� 8� aq aW �I:I ���� a `s a e� \ a 3 a 2 o I'� f=•taa ],aa,Uaaax ) anlarco• U:nl]-oop].aax / T `�� u'cnl.tvUei � x.Yb1,mYNli � „ u'tnl,ls'aL2 I I u•cnlmY:• u'ctl13 ac,a.a•x _ iwl,m'aG 11•I,a9a• IiU'Itll],40P].aBM I �7 q3g I I —N� I'm o _ u { I s2 S31V1S3 A3 -HVA WVHLrIGI.a Q E ����� 8` I I 6 �:'• a �� a x �i lanOO Nod lla rye exp ; er ovoa moloans C7 • B y Ics'Y•ao) tz).U, c MI4 5 s9 S$9 ga:=_ :aaciaas -S z z z z m 0 0 0 0 0 0 0 08 0 0 ~ a a Y aard�W� (Do8.88.888$88 i<:m W 0 a2RSA���= ggoWiW� > oc 3 q D g ti0y 7 Wo � �.9.9m ag a\. ssSa$saARg a \ a i a s a a a a a a dd aj 009 / ea I au(vYwa'a BII.zY • � Y m ? � z a o I1 1 1 1 ' I�I,MiY plyec,a.s•a� Id! I Gs `S 3NV l it O Fig ,cl,Ya.caa I ,�•s° � �.w; $G eye le I- 3 m -- aa j: t I 1dS C. m "a d a I z O I r \ zd $ sreea yse nlaaa / I1 1 1 1 ' I�I,MiY plyec,a.s•a� • C] $N m • is PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following,information and return this form with your re -submittal If ► this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.-- Please indicate your response to each item and the location where the information can be found on the plans/calcs. •. ATTACH THIS FnRM Tn A irnOV no Vn1ID ng Au DCvtCW I wren Asn nrr•mu uffrr....r....+�.. OWNERS NAME 4. ASSESSORS PARCEL NUMBER PERMIT NUMBER C✓ tESPONSE FOR PLAN CHECK LETTER DATED: � � 17 2 PLAN CHECK rrEM # SPONSE BY: -- LOCATION ON PLANS/CALCS: -. COMMENTS:rMAW �� • V �W -¢ ' /!26.03 PLAN CHECK ITEM # J RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: C✓ PLAN CHECK REM # `sZ� RESPONSE BY: /�•CL�- LOCATION ON PLANS/CALCS: ,PBS COMMENTS: PLAN CHECK ITEM # s.c•� RESPONSE BY. 1�•r✓ - LOC WN PLANS/CALCS: 4�/Z sus • �1,,�1 sf s•1 s�.� s• s• COMMENTS: � � PLAN•CHECK ITEM # // RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: !�' s - •� November 17, 2003 Sylvester Lucena 1437 Rim Rock Dr. Chico, CA 95928. Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 539-7541 (530)538 -21401 --AX Assessor Parcel Number: 039-540-022 Building Permit Number: 03-3098 Services 7V p �� 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-STRUCTURAL COMMENTS: �1Y•S•G.J 1. Your great room does not have enou "natural" ventilation. You need 23 square feet of o enable window area in this rooina Sif•E &f!%A'AW �U -# AV�l ?WSW 64-.4.4,; SaIPM Ae4V SA7-4.4; /IecXG A"01 �i�.2c•o3� lr STRUCTURAL COMMENTS: �S•G.� I . Beam 5 appears to be shown in the wrong locati n on the framing plan sheet S1.1. The C7 trusses. bear over the front door. Please revise_W lorzw�•� X"-e%6r S/•J 2. Wall lines A and B identified on the shear wall layout were switched in the structural calculations. Please.verify that th correct lateral load was applied to each wall line on page L5 of the structural calculations/A Sf.E 46 &sPAft GANWMIS AMA#& 3. Please have Charles Roberts sign his engineer's_ stamp n the structural calculations and all plan sheets containing his engineering requirements. ZA SW S/Mgb p/+'�% � 5 4. Pleasft have engineer addres note 5 on truss H5 and note 9 on trusses F2, G1, and G2. 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: Philo will answer your structural questions. Please refer to your Data Sheetfor 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 Philo Hunt, P.E. Plans Examiner cc: Charles Roberts, P.E. Plan Check Engineer 1 of I 3060 Thorntree Drive #10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Plan Check Comments Lucena Residence - AP# 039-540-022 Durham, CA Building Permit # 03-3098 The following responses are in regards to the plan check comments made on November 17, 2003 by Philo Hunt, Butte county Plan Check Engineer. Structural Comments: I . Beam 5 has been relocated on sheet S 1.1 over the entry door. 2. The labels for wall lines A and B have been switched on the layout sheet to agree with the calculation package. The lateral loads have been applied correctly in agreement with the modified layout sheet. 3. Plans and calculations will be signed by engineer of record. 4. A H 1 has been called out on sheet S 1.1 for truss H5 to resist the uplift forces as noted in the truss calculations. The mechanical connectors required for trusses F2. G 1 and G2 per note 9 have been called out on sheet S 1. 1, Roof 'Truss Design. Charles J.- Roberts, PE (530) 894-8833 I t Hull's /1br Cd/ Window a bmr .tnc. 3140 ' Thorntree Road • Chico, CA 95973 ` PHONE MM 345-5266 FAX M30) M -W67 DATE: `AIME: NUMBER OF PAGES: aMMUMNB TMS I'Mo FAX COVER SHEET November 26,2003 2 TO. SYL AND CAROL LUCENA COMPANY: FROM: PATTY GRAY NOTES: 5YL. PER OUR CONVERSATION I HAVE CHANGED THE GREAT ROOM WINDOWS TO INCLUDE MORE VENTILATION I HAVE CHANGED ALL. AWNING WINDOWS AND TRANSOM WINDOWS TO FIXED (NON VENTING) AND CHANGED THE 2 -FIXED WINDOW5 3/0 X 6/0 TO CASEMENT VENTING YOUR VENT OPENING PER CASEMENT IS 14.417 EACH ------YOU NEEDED 23.00 VENT OPENING THIS CHANGE WILL YOU MORE VENT AREA THAN YOU NEEb. 700/100•a nnns# GRAY moaxim qv3 you s.'iZnx /.A7.C-CbC-nrC bT:CT snn7.a7•nna •V1 W"3" •VC.! VJI 1 c-AiriG-- -1 IUI- Light: and Vent Schedule Rxpt>aetl EB hKnlnX 111th S'M,%*md Mwdwi ' Clan vert &0 �w UfNysing With Eg,teas Hardware Mvdcl Dm,ble SashMill i�iumlkiIill t AR lid,8nt Width >ic;�u A..+a, Wtath R Sash : Dpyple Swh 7} ipk 8a�t (:A 1-06% 2. 1° In A"2' in In ftA WtatL f ;h1'Arw Wdlh HdRilt Arca 2 567 61.02. 15-43 IR.74 2.01 14, 2 In ft^2 'n in }tA2 V1188 18.74 1.94 17.52 18.74 2.29 Iti,92 18.74 2.21 (A1 U61W 3.569 4.174 49 22 ; 15.43 3n i3 3.27 14.88 ' 305517.52 30.15 3.73 t CA10612 5.012 ' ]0_43 3.60 5.782 ' 3240 :.13.43 .42.36 4S4 i 14.88 42.36 4.38 i 17,52 42,36 5.17 : 16.92 4236 4.99 CAI 0615 6.453 t 7389 2,5,59 ! . 15.d3 .54.17 S.R( I4.R8 S4.I7 S.til 17.52 54.17 fi.61 16.92 54.17 •6.40 0618 ! 7,8'� 8.99.7 I3.78 13.43 65,99 7.U7 :. 14.88 hS,99 6_R2 ? � 17.5_ 65.9'1 8.05 16.92 7.7$. i CAI MA. ' 3.779 436'1 . 53 i . .1 S 19,20 26.h1 3.55 ! 18.70 26.617.4C 21.48 � - CAI U710111 11 X61 3.97 20.88 26,61. 3-86 4.456 5.65( 45.28 19.20 34.4!) 4,G0 � IR. 70 34:4V 4,48 CA 1071 21.48 34.49 S, l4 20.8$ 44.49 S.UI .7J4 7,310 !<2 . 29.53 i9,ZU 5U.23 6.7 ; . IR.7U 5023 6,52 21,48 -5413 7.49 ! .20.88 50.23 729 CA10716 8.487 9,517 21.65 : 19.20 SR 12 7.75 18.70 58.12 7_54: 21.48 .58.12 8.66 2U.R8 58.12 8.44 CA10721 11.430 : 12 734 ' 1.97 19.20 7IN: ISIS 7.80.10.31 21-48 77.90 11.9j.: CAI 08Ip1 4.469. : 5.100 53. i S 23.04 I t � 26.f> I 4.26 22.48 26.61 4. I S CA1 091U 25.72 26.t;1 4.69 i 24.84 26. S.RG2 6 6M 61 4.59 t 45.28 23.04 34.4'1 552 7 22 48 34.49 S..i8 : '1.5.32 3d.49 CA 10814 8.646 1 6.07 ! 24.R4 34.49 5.95 MiltJ7'JS3 23.04 30.23 R.Ulit 4 22.48 5029 7,84 CAlOR16 t 25.32 50.23 8.85 24.84 5p•2i 8.67 i tU.039 11.108 21,65 - 23.(M 58.1 "L 9.30 ' 23,72 SR.IZ 10.21 ; CAI 0908 S.ItiU. 115 , S.R.ip S. 26 If 26.61 ' •t.97 ; Gi 0910 0 2225 26 61 5.41 t 6,)6A t .7548 t 45.28 26.1 34.49 16.44 t'A3 09.14 1 1 29.28 34.4'7 7.01 ; J 983 10.982 29,53 26.R$ 50.E �- rA10916: 2'7.26 503 ]O.w ' 11 4y0 12.699 22.65 �.. _ i 2G-88 $8.f2 10.85: ' CA 10721 15,609 " - . - �i 29.28 58.12 11,80 ; 1.97 .' •,.' � Ch I Oq Is, (3% 9ubjcacl. u, (71:1190 Without Nolkr Pffnctive )�cbrusry J, 2000 committed to Quality -41:0200 Ci1Ma IW).5 ►'ritual iu C.Aw4ia Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET November 17, 2003 To: Charles Roberts From: Linda Simpson Subject: Lucena home Number of pages (including this cover sheet): 2 Telephone Number of Receiving Telecopier: 894-8882 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Sincerely, Linda Simpson Plans Examiner November 17, 2003 Sylvester Lucena 1437 Rim Rock Dr. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-540-022 Building Permit Number: 03-3098 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. ON -STRUCTURAL COMMENTS: our great room does not have enough "natural" ventilation. You need 23 square feet of openable window area in this room. STRUCTURAL COMMENTS: earn 5 appears to be shown in the wrong location on the framing plan sheet S 1.1. The C7 sses bear over the front door. Please revise. Wall lines A and B identified on the shear wall layout were switched in the structural calculations. Please verify that the correct lateral load was applied to each wall line on page 5 of the structural calculations. 1 se have Charles Roberts sign his engineer's stamp on the structural calculations and all an sheets containing his engineering requirements. Please have engineer address note 5 on truss H5 and note 9 on trusses F2, GI, and G2. 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. Philo will answer your structural questions. 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. ) V Lin a Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Charles Roberts, P.E. 1 of 1 A i STRUCTURAL CALCULATIONS RCE Job i!#2003.099 Calculation Index: • Project layout • Lateral Analysis • Beam Analysis • Footing Analysis Civic Rev Rev. 1 for John C. Anderson Lucena Residence Durham, CA Page # Pg. 1 LI -L6 B 1-B9' F1 -F18 08/18/03 Initial Issue 12/02/03 Page 1, Project Layout has been modified. 0 3-3 v �#Ty BUTTE COU BUILDING DIVISION APPROVED CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax ciP-r-c-e.com-c-e.com - http://www.r-c-e.com F'/ Lt- 1 • 1 p .J.. LUOENA RESIDENOE JOB #2005.OciQ Page A5WMED NORTH SHEAR WALL, BEAM $ FOOTING LAYOUT T u1 10'-b' 4'-0' tl1 I 0 FnQ 1"2 F9 17j' b 9/9/2003 - Lateral Analysis - Lucena Res. - R.C.E. Job 2003.099 Pagej_ Gravity Loads: Roof Dead Load 5/8" Ply 2.0 psf Slope= Comp. Roofing 5.0 psf 6 Framing 5.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.2 psf Roof Live Load Wall Dead Load (exterior) Wall Dead Load (interior) Copyright 2001 - Spyder Software ota (sloped) ps ota oriz ps ota axis ps onstruction I 6.0 ps Stucco 10.0 psf 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insui. 1.0 psf Misc. 1.3 psf ota18.0 ps 2x4 Framing @ 16" o.c. 1.7 psf Gyp. 2 sides 4.4 psf Misc. 1.9 psf otaU.0 ps 9/9/2003 - Lateral Analysis - Lucena Res. - R.C.E. ]ob 2003.099 UBC Wind Loads -- Method 1 p= Ce*Cgogsol 1-11 n1 w 1ulD nWD n1 D nDD P= P= P= P= P= P= Wind Speed: Exposure: where; Ce = Ce = to 15' Ce = 5 to 20' Ce = 0 to 25' Ce = 5 to 30' Ce = 0 to 40' Cq = 0 to 60' Cq = Cg = Cq = Cq = Cq = cis = 1= Roof Slope = Normal Pressure 12.2 psf = 13.0 psf = 7.6 psf = 4.6 psf = 10.7 psf = Fp = 12.2 7.61 4.6 13.71 10.7 10.7sf-@0 (IWW) 13.0 8.1 4.9 14.6 11.4 11.4 sf -@ 1 13.7 8.6 5.1 15.4 12.0 12.0 sf-@2 14.2 8.9 5.3 15.9 12.4 12.4 psf @2 15.1 9.4 5.7 17.0 13.2 13.2 sf-@3 16.5 10.3 6.2 18.5 14.4 14.4 sf-@4 nd Loading Tributary Roof - Wall Lines I to 3 Area 5.00 feet @ Mean Roof Height = 14.0 feet 0.00 feet @ Uplift Pressure = 10.7 psf 5.00 feet @ 8.00 feet @ 8.00 feet @ 75 mph C Page L2 1.06 @ 0 to 15' 1.13 @ 15 to 20' 1.19 @ 20 to 25' 1.23 @25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall 0.3 (IWR) Inward @ Windward Roof 0.9 (OWR) Outward @ Windward Roof 0.7 (OLR) Outward @ Leeward Roof 0.7 (OPR) Outward @ Parallel To Ridge 14.4 psf I Importance Factor 6 Rise to 12 Horiz. Resultant Horizontal Tributary Force Normal Resultant Horizontal 61 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @15 to 20' 38 lbs. (OLW) @ 0 to 15' 37 lbs. (IWR) @ 0 to 15' 85 lbs. (OLR) @ 0 to 15' 991 nif - hnri7_ 13.0 psf = Wind Loading Tributary Tributary Normal Resultant Horizontal Pressure @ Roof - Wall Lines 3 to 4 feet @ Area Pressure Force 13.0 psf = 5.00 6.00 feet @ 12.2 psf = 73 lbs. (IWW) @ 0 to 15' Mean Roof Height = 16.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @I S to 20' Uplift Pressure = 10.8 psf 6.00 feet @ 7.7 psf = 46 lbs. (OLW) @ 0 to 15' 12.00 feet @ 4.6 psf = 56 lbs. (IWR) @ 0 to 15' 12.00 feet @ 10.8 psf = 130 lbs. (OLR) @ 15 to 20' Fp = 305 plf - horiz. Wind Loading Tributary Normal Resultant Horizontal @ Roof - Wall Lines 4 to 5 Area Pressure Force 5.00 feet @ 12.2 psf = 61 lbs. (IWW) @ 0 to 15' Mean Roof Height = 15.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @15 to 20' Uplift Pressure = 10.7 psf 5.00 feet @ 7.6 psf = 38 lbs. (OLW) @ 0 to 15' 11.50 feet @ 4.6 psf = 53 lbs. (IWR) @ 0 to 15' 11.50 feet @ 10.7 psf = 123 lbs. (OLR) @ 0 to 15' Cn - I 97S W - hnYii nd Loading Roof - Wall Lines A to D Mean Roof Height = 16.0 feet Uplift Pressure = 10.8 psf Copyright 200/ - Spyder Software Resultant Horizontal Tributary Normal Area Pressure 5.00 feet @ 12.2 psf = 0.00 feet @ 13.0 psf = 5.00 feet @ 7.7 psf = 9.00 feet @ 4.6 psf = 9.00 feet @ 10.8 psf = Fn = Resultant Horizontal Force 61 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @15 to 20' 39 lbs. (OLW) @ 0 to 15' 42 lbs. (IWR) @ 0 to 15' 97 lbs. (OLR) Co) 15 to 20' J � � 9/9/2003 - Lateral Analysis - Lucena Res. - R.C.E. Job 2003.099 Page L3 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.644 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 15 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 3930 ft` T = 0.152 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 39.00 feet of Roof @ 19.00 psf Wall Lines A -B 10.00 feet of Ext. Wall @ 18.00 psf 5.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V = pit - honz. ULT pit - honz. Seismic Roof Loading Tributary Weights = 80.00 feet of Roof @ 19.00 psf Wall Lines C -D 10.00 feet of Ext. Wall @ 18.00 psf 20.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V JU4 p - horiz. ULT p1t - honz. Seismic Roof Loading Tributary Weights = 34.00 feet of Roof @ 19.00 psf Wall Lines 1-2 10.00 feet of Ext. Wall @ 18.00 psf 0.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V 135 p - oriz. ULT 97 p - honz. W/S (U LT/ 1. 4.] Seismic Roof Loading Tributary Weights = 48.00 feet of Roof @ 19.00 psf Wall Lines 3-5 11.00 feet of Ext. Wall @ 18.00 psf 10.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Snow @ 0.00 psf V IY5 pit - honz. ULT pit - honz. Copyright 2001 - Spyder Software 9/9/2003 - Lateral Analysis - Lucena Res. - R.C.E. job 2003.099 Page L4 Copyright 200/ - Spyder Software Lateral Load Summary 1 st Level Loadings Wall Line Tributary Unit Loads Wall Loads Controlling ID Length Seismic Wind Seismic Wind Load Case (ft.) (p.l.f.) (p.l.f.) (kips) (kips) 1 14.00 97 221 1.35 3.10 Wind Controls 2 -East Side 14.00 97 221 1.35 3.10 Wind Controls 2 -West Side 7.00 139 221 0.97 1.55 Wind Controls 3 -East Side 7.00 139 221 0.97 1.55 Wind Controls 3 -West Side 19.50 139 305 2.71 5.95 Wind Controls 4 -East Side 19.50 139 305 2.71 5.95 Wind Controls 4 -West Side 16.00 139 275 2.23 4.40 Wind Controls 5 16.00 139 275 2.23 4.40- Wind Controls A 14.00 112 221 1.57 3.10 Wind Controls B 14.00 112 305 1.57 4.27 Wind Controls C 21.00 217 221L 4.65. Wind Controls D 21.00 217 221 4.56 4.65 Wind Controls Copyright 200/ - Spyder Software 9/9/2003 - Lateral Analysis - Lucena Res. - R.C.E. Job 2003.099 2 2.32 Ist velSection 1630. 1 0.08 119 6.56 0.180 2.45 0.747 North-South Direction: 1st Story Shear 14.52 kips p nu 1.00 10.00 3.00 0.16 225 6.76 0.180 al ne L vera a a 3.10 allLAppled O otter Apple rces nY es st ve et pl mmems ID • Load Height Length p, Stressniform Polnt OTM Uniform Point OTM Force Used 100%af Tabulated Values See Note kips feet (feet) 3.00 (plf) (kl (kips) (f000kl (kl kips (foot•tlps kips Simpson products 2 2.32 . S.SO 0.08 119 6.56 0.180 2.45 0.747 w x POS F S 551516 A. 0. 1st Seismic Level 10.00 3.00 0.16 225 6.76 0.180 0.73 2.009 PHD2 w/ 081. 2x POST H SSTB 16 A.B. -PH-D6-w7 3.10 10.00 .00 0.06 51 1 49 0.180 O.S4 ' 4.984 -PH-D6-w74x POST 6t SST628 A.B. Wind 10.00 1 O.SO 169 17.75 0.180 6.62 1.061 PHD2 w/ DBL 2t POST H SSTB 16 A.B. Wind 10.00 3.00 S16 15.49 0.180 O.S4 4.984 PH06 w/ 4x POST s SSTB28 A.B. Horizontal Diaphragm Lengths 6 Stresses 10.00 I I.SO eu Eau Side WSide L 5111 Plate Shear Anchorage for above wall line 7.94 feet I feet 1 _ Bois Dia. in. G i kl S In n. 5. ear a 4.00 2 2.32 10.00 S.SO 0.08 119 6.56 0.180 2.45 0.747 PHD2 w/ DBL 2x POST H SSTB16 A.B. 12 Seismic Level 10.00 14.00 0.08 119 16.69 0.180 15.88 0.058 PHD2 w/ DBL 2. POST ax SSTB 16 A.B. 4.65 10.00 5.50 0.06 238 13.11 0.180 1.82 2.054 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Wind 10.00 1 O.SO 169 17.75 0.180 6.62 1.061 PHD2 w/ DBL 2t POST H SSTB 16 A.B. Wind 10.00 14.00 238 33.37 0.180 11.76 1.544 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Horizontal Diaphragm Length a Stresses 10.00 I I.SO Eau Side West Side L Sill Hate Shear Anchorage for above wall One 7.94 feet ! feel I _ Bolt M. in. Caacl kl 5 In i Shear Wall ID 2 4.00 , 0.500 0.81 B 76 in. a.c. - 3 3.69 10.00 12.00 0.14 205 24.57 0.180 11.66 1.075 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Ist Sehmic Level 10.00 6.00 0.14 205 12.28 0.180 2.92 1.561 PHD2 w/ DBL 2x POST at SST816 A.B. 7.50 10.00 12.00 0.06 417 50.01 0.180 8.64 3.448 PHD2 w/ DBL 2x POST ea SSTB 16 A.B. Wind 10.00 1 O.SO 169 17.75 0.180 6.62 1.061 PHD2 w/ DBL 2t POST H SSTB 16 A.B. Wind 10.00 6.00 417 25.01 0.180 2.16 3.808 PHDS w/ DBL 2x POST at SST820 A.B. Horizontal Diaphragm Lengths at Stresses 10.00 I I.SO Eau Side West Side 19.44 Sill Plate Shear Anchorage for above wall One 7.94 V-1) I feet I _ Bolt Dia. In. G xl ki 5 in Shear Wall ID 5 4.00 0.500 0.818 IB in. o.c. 4 4.94 10.00 14.00 0.10 141 19.75 0.180 15.88 0.277 PHD2 w/ DBL Zx POST fA SSTB 16 A.B. Ist Seismic Level 10.00 21.00 0.10 141 29.62 0.180 35.72 No Net Uplift! No Holdown Required! 10.35 10.00 14.00 0.06 296 41.39 0.180 11.76 2.117 PHD2 w/ DBL 2x POST 6t SSTB 16 A.B. Wind 10.00 1 O.SO 169 17.75 0.180 6.62 1.061 PHD2 w/ DBL 2t POST H SSTB 16 A.B. Wind 10.00 21.00 296 62.09 0.180 26.46 1.697 PHD2 w/ DBL 2a POST at SSTB 16 A.B. Horizontal Diaphragm Length H Stresses 10.00 I I.SO Eau Side West Side 19.44 Sill Rate Shear Anchorage for above wall One 7.94 feet I feet I PHD2 w/ 08L 2x POST s SSTBI6 A.B. Bolt Dia. in. G acl ki S In Shear Wall ID 3 4.00 0.500 0.818 241n. o.c. S 2.23 10.00 10.50 0.06 86 8.99 0.180 8.93 0.005 PHD2 w/ DBL 2x POST 6t SSTB 16 A.B. Ist Seismic Level 10.00 I I.SO 0.06 86 9.84 0.180 10.71 No Net Uplift! No Holdown Required! 10.00 4.00 0.06 86 3.42 0.180 1.30 0.S32 PH02 w/ DBL 2x POST at SSTB 16 A.B. 4.40 10.00 1 O.SO 169 17.75 0.180 6.62 1.061 PHD2 w/ DBL 2t POST H SSTB 16 A.B. Wind 10.00 I I.SO 169 19.44 0.180 7.94 1.001 PHD2 w/ 08L 2x POST s SSTBI6 A.B. 10.00 4.00 169 6.76 0.180 0.96 1.451 PH02 w/ DOL 2x POST H SSTB 16 A.B. H=.mal Diaphragm Lengths H Stresses Eau Side West Slue Sill Hate Shear Anchorage for above wag One fM1 feet 1 Bolt Dia. In. G (kips)S In Shear Wall ID 1 0.500 0.818 48 N. o.c. Cop31f`4f 300/ - Spyder Soft%" 9/9/2003 - Lateral Analysis - Lucena Res. - R -GE- Job 2003.099 COPNfZ& 2001 - SPn/tr 504 q 1... IR KI n 1630.1) East-West Direction: S[ory Shear 12.27 kips w x H 1st Seismic p Max 1.00 Wall nes en al a a ADD ones Applied ones ng lighalve et D mmenss ID • Load Height Length p, Stress Uniform Point OTM Uniform Point OTM force Used 100% of Tabulated Vahan See Ho[e (kips)feet 0.180 fee[ 2.184 (pl kl kips foo[ -ll tl kl ) (foo[-kl tl Simpson Products COPNfZ& 2001 - SPn/tr 504 q 1... w x H 1st Seismic Level 10.00 3.00 0.11 137 4.10 0.180 0.73 1.124 PHD2 w/ DBL 2x POST H SST816 A.B. 3.10 10.00 8.50 2 9 22.90 0.180 4.34 2.184 PHD2 w/ DBL 2a POST H SSTB 16 A.B. Wind 10.00 3.00 269 8.08 0.180 0.54 2.S 14 PH02 w/ DBL 2x POST H SST816 A.B. Horizontal Diaphragm Lengths H Stresses Ext Side West Side Sill Plate Shear Anchorage fm above wall line , feet 1 feet I Bois Ola. In. QJIA ti 5 !cin IM o.c.Shear Will . o es P o o equ re - lst Seismic Level 4.27 10.00 22.00 194 42.74 0.180 29.04 0.627 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Wind Horizontal Dlaphragm Lengths H Stresses East Side West Side Sill Nate Shear Anchorage for above wail line feet I feet) I (pin In gob Dia- In. G a ki 'Pr- _ a. ear a C 19.50 0.14 16? 0.180 30.80 0.111 PHOZ w x 51 H $51 B16 A.B. In Seismic Level 10.00 4.00 0.14 169 6.760.180 1.30 1367 PHD2./D8 L 2x POST H SST816 A.B. 10.00 3.50 0.14 169 5.92 0.180 0.99 :.407 PHD2 w/ DBL 2x POST H SST816 A.B. 4.65 10.00 19.50 172 33.57 0.180 22.82 0.551 PHD2 w/ DBL 2x POST H SST816 A.B. Wind 10.00 4.00 172 6.89 0.180 0.96 1.481 PHD2 w/ DBL 2x POST H SSTB 16 A.B. 10.00 1 3.50 172 6.03 0.180 0.74 I.51 I PHD2 w/ DBL 2x POST H SSTB 16 A.B. Horizontal Diaphragm Lengths H Stresses East Side West Side Sill Plate Shear Anchorage for above wall One feet I feet I Boh DI.. In. G(kips) SL 0.818 azin n. o -c. 15hear Wall 10.00 5.50 0.20 240 13 U.Idu 2.45 1.957 VHUZ .1 VUL Zx M51 H 55 IUI6 A.U. Ist Seismic Level 12.00 6.00 0.20 240 17.30 0.216 3.50 2.300 PHD2 w/ DBL 2. POST H SSTB 16 A.B. 10.00 4.00 0.20 240 9.61 0.180 1.30 2.078 PHD2 w/ DBL U POST H SSTB 16 A.B. 10.00 3.50 0.20 240 8.41 0.180 0.99 2.119 PH02 w/ DBL 2x POST H SSTB 16 A.B. 4.65 10.00 S.So 245 13.41S 0.180 1.82 2.116 PHD2 w/ DBL it POST H SSTB 16 A.B. Wind 12.00 6.00 245 17.61 0.216 2.59 2.504 PHD2 w/ DBL 2x POST H SSTB 16 A.B. 10.00 4.00 24S 9.79 0.180 0.96 2.206 PHD2 w/ DBL 2x POST H SSTB 16 A.B. 10.00 3 -SO 24S 8.56 0.180 0.74 2.236 PHD2 w/ DBL 2x POST H SSTB16 A.B. Horizontal Diaphragm Lengths H Stresses East Side West Side Sill Plate Shear Anchorage for above wan One feet 1 fee[ 1 _ Bob Dia. In. G x H S in 0.500 n. o.c. esu a COPNfZ& 2001 - SPn/tr 504 q COMPANY PROJECT 12) WoodWorks® R.C.E. 3060 Thorntree Drive #10 Lucena House Chico CA 95973 cj@r-c-e.com R.C.E. 2003.099 Sep. 9, 2003 14:27:40 Beam1 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Constr. Full Area 16 (6.00) Yes 2 Dead Full Area 19 (6.00) No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 8' Dead 956 956 Live 389 384 Total 890 840 Bearing: Length 1.0 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 26 Fv' = 106 fv/Fv' = 0.29 Bending(+) fb = 391 Fb' = 1500 fb/Fb' = 0.26 Live Defl'n 0.03 = <L/999 0.27 = L/360 0.11 Total Defl'n 0.06 = <L/999 0.90 = L/290 0.20 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1680 lbs -ft Shear : LC# 2 = D+C, V = 840, V@d = 709 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ' 2 COMPANY PROJECT R.C.E. LUCENA HOUSE WoodWorks® 3060 Thorntree Drive #10 Chico CA 95973 cj@r-c-e.com R.C.E. 2003.099 Sep. 9, 2003 14:27:47 Beam2 Design Check Calculation Sheet 1 ne nQ- r Ihs_ osf. or olf 1 Load Type Distribution Magnitude Location [ft) Pattern Shear 1.0 38 Start End Start End Load? 1 Constr. Full Area 16 (6.00) 1500 Yes 2 Dead Full Area 19 (6.00) L/360 No -1L.LuuLaay ni ' tom" MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' Dead Live Total 691 590 1181 Value 691 590 1181 Bearing: Length 1.0 Shear 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 CFCTICEN vc_ nFSIGN CODE NDS -1997- ( stress=osi. and in ) Criterion Anal sis Value Desi n Value Analysis/Design Shear fv @d = 38 Fv' = 106 fv/Fv' = 0.36 Bending(+) fb = 773 Fb' = 1500 fb/Fb' = 0.52 Live Defl'n 0.11 = <L/999 0.38 = L/360 0.30 Total Defl'n 0.31 = L/939 0.56 = L/290 0.55 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3322 lbs -ft Shear : LC# 2 = D+C, V = 1181, V@d = 1050 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT R.C.E. LUCENA HOUSE WoodWO r ks® Chic 959 Tho Drive #10 Chico CA 95973 SORWARF FOR WOOD OFSIrN cj@r-c-e.com R.C.E. 2003.099 Sep. 9, 2003 14:27:54 Beam3 Design Check Calculation Sheet I nw rnc. I Ihc_ nsf_ or olf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 1339 Live Start End Start End Load? 1 Constr. Full Area 16 723.00)1 Bearing: Yes 2 Dead Full Area 19 (23.00) L/360 No "J:r1DULdry W.LUL11 %l 1 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 7'-3" Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 e=r'Tlnut ue nFCIr.N CADF luns.iaar I stress=osi. and in 1 Criterion Anal sis Value 1589 Dead 1589 Shear 1339 Live 1339 106 2918 Total 2918 1231 Fb' = Bearing: fb/Fb' = 0.82 Live Defl'n 1.0 Length 1.0 L/360 0.31 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 e=r'Tlnut ue nFCIr.N CADF luns.iaar I stress=osi. and in 1 Criterion Anal sis Value Design Value Analysis/Design Shear fv @d = 88 Fv' = 106 fv/Fv' = 0.83 Bending(+) fb = 1231 Fb' = 1500 fb/Fb' = 0.82 Live Defl'n 0.07 = <L/999 0.29 = L/360 0.31 Total Defl'n 0.21 = L/923 0.36 = L/290 0.57 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 2 E' = 1.6 million 1.00 1.00 Bending(+): LC# 2 = D+C, M = 5289 lbs -ft Shear : LC# 2 = D+C, V = 2918, V@d = 2915 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. YB COMPANY PROJECT WoodWorks° R.C.E. Lucena House 12) 3060 Thorntree Drive X10 Chico CA 95973 cj@r-c-e.com R.C.E 2003.099 Sep. 9, 2003 14:28:08 Beam4 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Constr. Full Area 16 (6.00) Yes 2 Dead Full Area 19 (6.00) No 'Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 3'-6" 6' 9'-6" Dead 167 375 375 167 Live 196 369 369 198 Total 319 739 739 319 Bearing: Length 1.0 1.0 1.0 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 11 Fv' = 106 fv/Fv' = 0.10 Bending(+) fb = 55 Fb' = 1500 fb/Fb' = 0.09 Bending(-) fb = 59 Fb' = 1500 fb/Fb' = 0.09 Live Defl'n 0.00 = <L/999 0.12 = L/360 0.01 Total Defl'n 0.00 = <L/999 0.18 = L/290 0.01 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 7 Fb'-= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 5 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 5 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 7 Bending(+): LC# 7 = D+C (pattern: C_C), M = 235 lbs -ft Bending(-): LC# 5 = D+C (pattern: CC ), M = 230 lbs -ft Shear : LC# 5 = D+C (pattern: CC-), V = 933,'V@d = 302 lbs Deflection: LC# 7 = D+C (pattern: C_C) EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. AM, COMPANY PROJECT R.C.E. Lucena House WoodWorkse 3060 Thorntree Drive #10 Chico CA 95973 cj@r-c-e.com R.C.E. 2003.099 Sep. 10, 2003 11:28:05 Beams Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern 1196 fv @d = 77 196 fv/Fv' = 0.72 Total Start End Start End Load? Shear : LC# 2 = D+C, V = 2616, V@d = 2113 lbs Bearing: 1 Constr. Full Area 16 (23.00) Length Yes 2 Dead I Full Area 19 (23.00) DESIGN NOTES: No 1. Please verify that the default deflection limits are appropriate for your application. *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Ll 0. 6'-6" Dead 1920 Desi n Value 920 Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Live 1196 fv @d = 77 196 fv/Fv' = 0.72 Total 2616 Fb' = 1500 ;2616 Shear : LC# 2 = D+C, V = 2616, V@d = 2113 lbs Bearing: Live Defl'n 0.05 = <L/999 0.22 = L/360 1.0 Length 1.0 Total Defl'n 0.13 = L/587 0.32 = L/290 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Desi n Value Anal sis/Desi n Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Shear fv @d = 77 Fv' = 106 fv/Fv' = 0.72 Bending(+) fb = 989 Fb' = 1500 fb/Fb' = 0.66 Shear : LC# 2 = D+C, V = 2616, V@d = 2113 lbs Live Defl'n 0.05 = <L/999 0.22 = L/360 0.22 (D=dead L=live S=snow W=wind I=impact C=construction) Total Defl'n 0.13 = L/587 0.32 = L/290 0.91 DESIGN NOTES: ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 9251 lbs -ft Shear : LC# 2 = D+C, V = 2616, V@d = 2113 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT WoodWorks® R.C.E. Lucena House 3060 Thorntree Drive #10 Chico CA 95973 cj@r-c-e.com R.C.E. 2003.099 Sep. 9, 2003 14:28:30 Beam6 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) . Load Type Distribution Magnitude Location [ft) Pattern Shear 528 Total Start End Start End Load? 1 Constr. Full Area 16 (6.00) 1500 Yes 2 Dead Full Area 19 (6.00) L/360 No -Trioutary wiatn tzt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : n' 11' Dead 627 Value 627 Live 528 Shear 528 Total 1155 106 1155 Bearing: Length 1.0 739 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 37 Fv' = 106 fv/Fv' = 0.35 Bending(+) fb = 739 Fb' = 1500 fb/Fb' = 0.49 Live Defl'n 0.10 = <L/999 0.37 = L/360 0.28 Total Defl'n 0.28 = L/464 0.55 = L/240 0.52 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3176 lbs -ft Shear : LC# 2 = D+C, V = 1155, V@d = 1024 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 2 Wood Wo ks® COMPANY R.C.E. 3060 Thorntree Drive #10 PROJECT Lucena House r Chico CA 95973 Pattern SORWARF FOR WOOD DESIGN cj@r-c-e.com R.C.E. 2003-099 1040 Sep. 10, 2003 11:29:45 Beam7 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 488 Total 1040 Start End Start End Load? 1.0 1 Constr. Full UDL 122 Live Defl'n Yes 2 Dead Full UDL 138 Total Defl'n No L/9740 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 8' Dead 552 ValuTDe;ign 552 Live 488 Shear 488 Total 1040 106 1040 Bearing: Len th 1.0 489Fb' 1.0 Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: ( stress=psi. and in) Criterion Analysis ValuTDe;ign Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 Value Anal sis/Desi n Shear fv @d = 32v' = 106 fv Fv' = 0.30Bending(+) fb = 489Fb' = 1500 fb/Fb' = 0.32 Live Defl'n 0.04 = <L/9927 = L/360 0.14 Total Defl'n .0.10 = L/9740 = L/240 0.25 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 2080 lbs -ft Shear : LC# 2 = D+C, V = 1040, V@d = 877 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT WoodWorks® R.C.E. Lucena House 3060 Thorntree Drive #10 Chico CA 95973 tOFrwnaf FOR WOW) OF -SIGN' cj@r-c-e.com R.C.E. 2003-099 Sep. 9, 2003 14:28:47 Beam8 Design Check Calculation Sheet LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Shear 1344 Total Start End Start End Load? 1 Constr. Full Area 16 (16.00)Yes Len th 1.0 2 Dead Full Area 19 (16.00) L/360 No -IXIDULHZy W1UL11 Ill.) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0. Y 10'-6^ 1 Dead 1596 Value 1596 Live 1344 Shear 1344 Total 2940 106 2940 Bearing: fb = 1119 Fb' = Len th 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and In) CriterionAnal sis Value Design Value Analysis/Design Shear fv @d = 72 Fv' = 106 fv/Fv' = 0.67 Bending(+) fb = 1119 Fb' = 1687 fb/Fb' = 0.66 Live Defl'n 0.11 = <L/999 0.35 = L/360 0.32 Total Defl'n 0.31 = L/406 0.52 = L/240 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7717 lbs -ft Shear : LC# 2 = D+C, V = 2940, V@d = 2497 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, —=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT R.C.E. Lucena House Wood Wo r ks° 3060 Thorntree 959 Drive #10 Chico CA 95973 .f MWARF FOR WOOD DMICN cj@r-c-e.com R.C.E. 2003-099 Sep. 9, 2003 14:28:57 Beam9 Design Check Calculation Sheet I nen-q• ( lbs. osf. or Of ) ' Load Type Distribution Magnitude Location [ft) Pattern Shear 1636 Total Start End Start End Load? 1 Constr. Full UDL 595 Length Yes 1 2 Dead Full UDL 699 L/360 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 5'-6" Dead 1771 Value 1771 Live 1636 Shear 1636 Total 3907 106 3907 Bearing: fb = 1090 1.0 Length 1.0 Live Defl'n 0.09 = Timber -soft, D.Fir-L, No. 1, 6x8" Lateral support: Top= full, Bottom= at supports; Load combinations: ASCE 7-95 SFCTIAN vs_ DESIGN CODE NDS -1997: (stress=osi. and in ) Criterion Anal lysis Value Desi n Value Anal sis/Desi n Shear fv @d = 96 Fv' = 106 fv/Fv' = 0.90 Bending(+) fb = 1090 Fb' = 1500 fb/Fb' = 0.73 Live Defl'n 0.09 = <L/999 0.18 = L/360 0.22 Total Defl'n 0.10 = L/635 0.28 = L/290 0.38 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1200 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 9685 lbs -ft Shear : LC# 2 = D+C, V = 3907, V@d = 2633 lbs Deflection: LC# 2 = D+C EI= 309.37e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 9:31:41 AM Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F1 Bm 1 & 7 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f,c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 1.50 ft. FootingLength ..................................................... 1.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 2.37 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in - Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .940 ksf Wind Load Soil Bearing ............................................. 940 ksf Seismic Load Soil Bearing .......................................... .940 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.10 0.00 0.00 Live Load 0.88 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1. 50, Cover = 13.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 12:48:24 PM ?e F2 - Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 r Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com IFooting Id: F2 Bm 5 & 7 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 1.00 ft. FootingLength ..................................................... 1.25 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. .43 psi BeamShear Stress .................................................. n/a psi Reinforcing Standards per..........................ASTM-A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in - Transverse Bottom Reinforcement Required Inside Column Strip....... .00 in' Transverse Bottom Reinforcement Required Outside Column Strip...... .00 int Gravity Only Soil Bearing .......................................... .908 ksf Wind Load Soil Bearing .............................................. .908 ksf Seismic Load Soil Bearing .......................................... . .908 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1ADL 1 ADL + 1.7LL 1 ADL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.56 0.00 0.00 Live Load 0.50 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00' r • Cover = 13.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 11:40:14 AM c Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com IFooting Id: F3 Bm 2 @ end FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size.......,:_ ....... ............ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf. FootingWidth ...................................................... 2.00 ft. Footing Length ..................................................... 2.00 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 5.19 psi Beam Shear Stress .................................................. .37 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .648 ksf Wind Load Soil Bearing, ............................................ .648 ksf Seismic Load Soil Bearing .......................................... .648 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1A DL + 1.7LL 1A DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.20 0.00 0.00 Live Load 1.15 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' -�� Cover = �+ 3.00" _i Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 10:32:00 AM P FJ Company Info I Project Info y R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F4 Em 3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing- Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 2.50 ft. FootingLength ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress ................•.............................. 11.07 psi Beam Shear Stress .................................................. 3.00 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .740 ksf Wind Load Soil Bearing ............................................. .740 ksf Seismic Load Soil Bearing .......................................... .740 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL t 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.25 0.00 0.00 Live Load 2.00 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.50' i Cover = _ 13.00" F6ot2000 v2.1.63, Copyright @,1999-2001 Spyder Software 9/9/2003 2:38:58 PM PS S Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com IFooting Id: FS Wall Line 3 FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): Length, ft. Width, ft. Depth, inches Section: 1 29.00 1.00 24.00 Column & Wall Data: Type Center Length Width ft. in. in. Column 1 Other 4.00 6.00 6.00 Column 2 Other 16.00 6.00 6.00 Column 3 Other 19.00 6.00 6.00 Column 4 Other 25.00 6.00 6.00 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 300 / 1,200 976 / 1,596 577 / 1,596 Beam Shear Stresses: Section: 1 ........................... 14.38 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Column4 ........................... 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: in 2, Design in 2, Design int/ft, Spacing int, Spacing Section: 1 Strength:.. 0.04 1-#4 0.43 3-#4 0.00 ..... N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. Foot2000 Footing v2.1.63, Copyright Id: F5 Page: 2 © 1999-2001 Spyder Software 9/9/2003 2:38:58 PM PS�� Loading Parameters: Other Load FY MZ FY MZ Concrete Design Ultimate Strength Load Cases Considered: FY MZ Column:1 1.9DL 0.00 1A DL + 1.7LL 0.00 1.9DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL -2.05 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.OEQ 1.05DL + 1.275LL - 1.OEQ 0.9DL + 1.OEQ 0.9DL - 1.OEQ 0.00 Column:9 0.00 0.00 Soil Load Cases Considered: 0.00 -2.05 0.00 0.00 0.00 Total Vertical 1.ODL Forces: 1.ODL + LOLL 1.ODL + LOLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL +.1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + 1.OLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ 1.ODL + 1.OLL + 1.OSL Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Column:1 0.00 0.00 0.00 0.00 4.17 0.00 2.05 0.00 0.00 0.00 Column:2 0.00 0.00 0.00 0.00 -4.17 0.00 -2.05 0.00 0.00 0.00 Column:3 0.00 0.00 0.00 0.00 9.17 0.00 2.05 0.00 0.00 0.00 Column:9 0.00 0.00 0.00 0.00 -4.17 0.00 -2.05 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 8.700 kips 1.ODL + LOLL = 8.700 kips 1.ODL + 1.OLL + 1.OSL = 8.700 kips 1.ODL + LOLL + 1.OWL = 8.700 kips l.ODL + LOLL - 1.OWL = 8,.700 kips 0.667DL + 1.OWL = 8.700 kips 0.667DL - 1.OWL = 8.700 kips 1.ODL + LOLL + 1.OEQ = 8.700 kips 1.ODL + LOLL - 1.OEQ = 8.700 kips 0.667DL + 1.OEQ = 8.700 kips 0.667DL - 1.OEQ = 8.700 kips Envelope Case = 8.700 kips Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/9/2003 2:38:58 PM P7 Footing Id: FS Page: 3 Col# 1 0 -ft. I FS # 1 V, kips 0 M, 0 976 psf Bearing psf 0 0.284" Defl, in. 0 4.2 kips Col#2 Col#3 Col#4 -5.6 kips 26.5 ft -kips -2.8 ft -kips 29 -ft. P5 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/9/2003 2:39:26 PM Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 f Phone: (530) 894-8833 ]Client: - Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com IFooting Id: F6 Wall Line 1 FOUNDATION PARAMETERS Length, ft. Width, ft. Depth, inches Material Properties: 1 1.00 649 / 4.00 12.00 Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield 12.0.0 f'c, psi I Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Section: 2 2,000 HardRock 3.00 2.00 40 Section: 3 2,000 HardRock 3.00 2.00 40 Footing Section Geometry, (Stiffnesses based on 80% of Ig): Soil Bearing Results, psf (actual / allowable): Gravity Length, ft. Width, ft. Depth, inches Section: 1 1.00 649 / 4.00 12.00 Section: 2 26.00 509 / 1.00 12.0.0 Section: 3 1.00 649 / 4.00 12.00 Column S Wall Data: Section: Type Center Length Width Section: 2 ........................... ft. in. in. Column 1 Other 0.25 6.00 6.00 Column 2 Other 3.00 6.00 6.00 Column 3 Other 25.00 6.00 6.00 Column 4 Other 27.75 6.00 6.00 Soil Bearing Results, psf (actual / allowable): Punching Shear Stresses: Column Gravity Case Wind Case Seismic Case Section: 1 252 / 1,200 649 / 1,596 426 / 1,596 Section: 2 251 / 1,200 509 / 1,596 364 / 1,596 Section: 3 252 / 1,200 649 / 1,596 426 / 1,596 Beam Shear Stresses: Section: 1 ........................... Low Stress or Beam Shear suppressed under column/wall Section: 2 ........................... 56.54 psi Stirrups not required Section: 3 ........................... 56.54 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 11.96 psi Column2 ........................... 0.00 psi Column 3 ........................... 0.00 psi Column 4 ........................... 11.96 psi _ ?5f Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/9/2003 2:39:26 PM Footing Id: F6 Page: 2 Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design int, Design inz/ft, Spacing int, Spacing Section: 1 FY MZ FY M2 Column:l 0.00 0.00 0.00 0.00 Strength:.. 0.14 1-#4 0.18 1-#4 0.05 #4 @ 51.1in,. Not Regd... Section: 2 -5.16 0.00 -2.25 0.00 0.00 0.00 Column:3 0.59 Strength:.. 0.45 3-#4 0.67 4-#4 0.00 -....N/A.... 0.00 Not Regd... Section: 3 0.00 0.00 0.00 -5.16 0.00 -2.25 0.00 0.00 0.00 Strength:.. 0.14 1-#4 0.18 1-#4 0.05 #4 @ 51.1in. Not Regd... Note: Strength = Steel Required for Strength.. Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL + 1.3WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.OEQ 1.05DL + 1.275LL - 1.OEQ 0.9DL + 1.OEQ 0.9DL - 1.OEQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OSL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL + 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 1.ODL + LOLL - 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY M2 Column:l 0.00 0.00 0.00 0.00 5.16 0.00 2.25 0.00 0.00 0.00 Column:2 0.59 0.00 0.52 0.00 -5.16 0.00 -2.25 0.00 0.00 0.00 Column:3 0.59 0.00 0.52 0.00 5.16 0.00 2.25 0.00 0.00 0.00 Column:4 0.00 0.00 0.00 0.00 -5.16 0.00 -2.25 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL = 6.280 kips 1.ODL + 1.OLL = 7.320 kips 1.ODL + LOLL + 1.OSL = 7.320 kips 1.ODL + LOLL + 1.OWL = 7.320 kips 1.ODL + LOLL - 1.OWL = 7.320 kips 0.667DL + 1.OWL = 5.887 kips 0.667DL - 1.OWL = 5.887 kips 1.ODL + 1.OLL + 1.OEQ = 7.320 kips 1.ODL + 1.OLL - 1.OEQ = 7.320 kips 0.667DL + 1.OEQ = 5.887 kips 0.667DL - 1.OEQ = 5.887 kips Envelope Case = 7.320 kips Py�io Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/9/2003 2:39:26 PM Footing Id: F6 Page: 3 COW 1 Col#2 Col#3 Col#4 0 -ft. IFS #1 FS #2 #3 -- I—}—I—I—H--I--I—}--I—}--I—I—I—}— �—I--I—H—H—I-1--I—r—r--� 6.4 kips 28 -ft. V, kips 0 M, ft -kips 0 I --- ------ - - - - - -- - -- - 649 psf Bearing psf 0 Defl, in. 0 0.180" -6.4 kips 16.3 ft -kips -12.7 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 10:33:18 AM F>FJ1 Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F7 Bm 8 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 6.33 psi Beam Shear Stress .................................................. .46 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength....:....... 00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .796 ksf Wind Load Soil Bearing ............................................. .796 ksf Seismic Load Soil Bearing .......................................... .796 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1A DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.60 0.00 0.00 Live Load 1.35 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/9/2003 2:40:15 PM ?j FI'L Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F8 Bm 9 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 7.29 psi BeamShear Stress .................................................. .54 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in= Gravity Only Soil Bearing .......................................... .913 ksf Wind Load Soil Bearing ............................................. .913 ksf Seismic Load Soil Bearing .......................................... .913 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.78 0.00 0.00 Live Load 1.64 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' 1 Cover = ' (,3.00" • Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 10:34:59 AM p3 3 Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F10 Truss D3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf Footing Width ...................................................... 3.50 ft. FootingLength ...................................................... 3.50 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 9.51 psi Beam Shear Stress .................................................. 1.80 psi Reinforcing Standards per.. ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .10 in= (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .10 int (1-#4) Gravity Only Soil Bearing .......................................... .786 ksf Wind Load Soil Bearing ............................................. .786 ksf Seismic Load Soil Bearing .......................................... .786 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1ADL 1ADL + 1.7LL 1ADL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.43 0.00 0.00 Live Load 4.09 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 18.00" Q W = 3.50' _ As = 1-#4 Bars As = 1-#4 Bars : •- _. �-" Cover = 3.00" i Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 10:36:42 AM Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 1.0 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: Fll Truss G2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock Concrete Cover.... ............................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf FootingWidth ...................................................... 2.50 ft. FootingLength ..................................................... 2.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 13.01 psi BeamShear Stress .................................................. 3.57 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .868 ksf Wind Load Soil Bearing ............................................. .868 ksf Seismic Load Soil Bearing .......................................... .868 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.63 0.00 0.00 Live Load 2.43 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.50' Cover = 13.00" P Fi 5 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 10:59:58 AM % Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 11:00:54 AM 125P& Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F14 Truss Cl FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, V c :....................... 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf Footing Width ...................................................... 1.00 ft. FootingLength ..................................................... 2.79 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 12.03 psi Beam Shear Stress .................................................. 6.19 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required Inside Column Strip....... .00 in' Transverse Bottom Reinforcement Required Outside Column Strip...... .00 in' Gravity Only Soil Bearing ............. 1.000 ksf Wind Load Soil Bearing ............................................. 1.000 ksf Seismic Load Soil Bearing .......................................... 1.000 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1A DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.36 0.00 0.00 Live Load 1.26 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00, i Cover = 3.00" r Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 11:02:16 AM Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 ILocation: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com IFooting Id: F15 Truss D3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.000 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.330 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.330 ksf Footing Width........ . ............................................ 3.00 ft.t FootingLength ..................................................... 3.00 ft. Footing.Depth...................................................... 18.00 in. Punching Shear Stress .............................................. 7.00 psi BeamShear Stress .................................................. .29 psi Reinforcing Standards per......................ASTM-A615 Longitudinal Bottom Reinforcement Required for Strength............ .07 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .07 int (1-#4) Gravity Only Soil Bearing .......................................... .883 ksf Wind Load Soil Bearing ............................................. .883 ksf Seismic Load Soil Bearing .......................................... .883 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1..7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.71 0.00 0.00 Live Load 3.43 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 18.00" X W = 3.00' As = 1-#9 Bars As = 1-#4 Bars • •.' 3.00" f jr)7 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 9/10/2003 11:03:35 AM Company Info I Project Info R. C. E. (Project: Lucena House 3060 Thorntree; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2003.099 E-mail: cj@spydersoftware.com (Footing Id: F16 Truss H1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... Concrete Cover ..................................................... Steel Ultimate Strength, Fy......................................... ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress ................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing.. ........................................ Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: PsP►,� 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.000 ksf 1.330 ksf 1.330 ksf 1.00 ft. 2.27 ft. 12.00 in. 8.10 psi 2.48 psi ASTM -A615 00 int 00 int .00 in' 1.000 ksf 1.000 ksf 1.000 ksf 1ADL 1ADL + 1.7LL 1ADL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.11 0.00 0.00 Live Load 1.02 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" W = 1.00' X �I- Cover = 3.00" 3060 Thorntree Drive # 10 • Chico, CA 95973 (530) 894-8833 voice • (530) 894-8882 fax email: cj@r-c-e.com Plan Check Comments Lucena Residence - AP# 039-540-022 - Durham, CA Building Permit # 03-3098 The following responses are in regards to the plan check comments made on November 17, 2003 by Philo Hunt, Butte county Plan Check Engineer. Structural Comments: 1. Beam 5 has been relocated on sheet S 1.1 over the entry door. 2. The labels for wall lines A and B have been switched on the layout sheet to agree with the calculation package. The lateral loads have been applied correctly in agreement with the modified layout sheet. 3. Plans and calculations will be signed by engineer of record. 4. A H 1 has been called out on sheet S 1.1 for truss H5 to resist the uplift forces as noted in the truss calculations. The mechanical connectors required for trusses F2, G 1 and G2 per note 9 have been called out on sheet S I. I, Roof Truss Design. Charles J. Roberts, PE (530) 894-8833 a rchltect r Job No4W-42�*& Drawn Checked ec ed Revised SEP_j 8 2ov W400c: Abbreviationsat General Note s end Legend, g Area Data Drawi,n'g Index (E) WALL AND DOOR CONST. 1. . DO NOT SCALE DRAWINGS. FIGURED ON THE PLAN -BRAC I� TO REMAIN Area Data: A-1 PLOT MAP, SITE PLAN. GENERAL IRM INFORMATION ewNltYlnuws ,DIMENSIONS GOVERN OVER ALL SCALE DRAWINGS. 411+ AREA DATA. DRAWING IN INDEX A AND CLC. C[iLIMO SIro. "ItOCiD KIT. KITCIRUI T. U. PAPA TOWEL DIrPEN6rIt T. "EAU I i 2. DIMENSIONS ARE GIVEN TO FACE OF FRAMING UNLESS O)THERWIS .' •: ' - E A)A:Lr. - At Ct.MO. CLO. CAUutlla I.IOGRT - [Xr. �. E[T. t[PANOIOM EIITERIIM -LAD: - LAIN)SATORY P. T. p/N - CnND INATION T'AR'TS-TOMEL btGP[NIjER A 11ECF.1'TACI.M T.B.. T.C. TOWEL BAR -. - toil 1W LVIIN � i I :j 1 3, NOTED: - CONFIRM EXISTING WORK. - - - - REMOVE(E)DOOR A-2 - - FLOOR PLAN NOTES 0 CF.pTPIM.ImE DIANETKII OR ROUND clip. C. P. c.M.D. L1JAq CORRImm WTAL Wt L1NK'W[TE MACONNY ulltr F. ►.�. FIXED r1RtE AIJIIW IAN LAY ,• LANrMAn - LAYMWtY PTR: - rTR.- ►.Y.c. raTtTIOlf PA1IOI Tow L RECEPTACLE M,Y VINYL CIN,Oklnt Tri. TER. T.AO. Tu;KMrmRK 'TXtRAT.T.O - � { 4 CONDITIONS AT SITE BEFOR>i BECINNIING � - - REPORT ANY DISCREPANCIES TO OWNER: �.- � - - - LOTAREA (j.7t0 AC - a s r►NNT PKRPINDIL'UTAR cMTR. IXIVNTER ►:B. TLAT luR Lir O LIIR. taY1Mi: LOCMen P.xU. PLYWOOD rut. TUM'.UK ANO CRwYK nnL1I 4:.' ALL CONSTRUCTION TO MEET LATEST REQUIREMENTS OF THEI. UN'IFOR " .1 ATt.o. I"IIID c1Rrw arT F.B:o. Ftn�IC11KDIN OIRIKR . LT. 'L.T. Lw1R TUR.. nn<VtR1Di.D BUILDING AND - PLUMBING � � .A•3 EXTERIOR ELEVATIONS: NORTH:.L WEST. ENTRY t tY)lttD Ott tfUN1fNR CDT.. COLUM r.0. r IN LOO11.DRA Y: I I I TOLE LR B .t QUARRY ITU T I LR -. - T. TUN'.0/' YA YpJlrNT CODES AND THE NATIONAL ELECTRtIC CODE, N R EW O REL AT OC ED E O 4E1 •L F.It b lU rarnTINO W!®. clip. CONBIMJtTIdI- Og111!flBtttoM EDN. r. 1. FOUNDATION FIRE [XTIMI3U1t:rIKR IMX. nAX11ER R . , P.A. RICER nEtulw At11 T. P.D- T.Y. O TOILET dl PItN^RR TKLRYIf.ION � AND CALIFORNIA• NI STATE ACCESS LAW. DOOR THIS PROJECT; SEE , SECTION. A %%TLE .Z'¢ . III�GL IN) Nt:1r CONC. CONN, COIN.TRR[ _ -CON .2.1M F.It.C. F VIRK EITItNiUrT.l[,R CABINET r1OOlt FIRK N.R. N.C. mull/N, Rat INKY 1ANIC RAD. -RAetOa 11111111Y.11 ARK B T.N. tYl•. tq• Or wnt.t. - TYPICAL' 5, - �, ALL EMPLOYERS WORKING. ON THIS PROJECT SHALL $E RES/PON.aIBL DOOR SCHEDULE. BUILDING AREA (M:)IIUIC: nktc (+T ItMtAi.) CfJNGtW. COIMJTRl1U•TION - F.U.:A- /IRK-{ROIIANT� - #JVD IM(CII. _ I. NKIYIANI PAI. 1* -•A. D: It. MOOT MAIN - FOR COMPLIANCE WITH CAL -OSHA REQUIREMENTS. - - - - - - _ _ - - .. A-4 - - CO"? CONN. CONTINUOUS- CORRIDOR F.R.C. FIRE IF)Olt CANINRT NM+m. _ _ Nv.Nt4tA14% -WT. Rr.VtRVNc[ 6. ALL .DEMOLITION AND CLEARING FOR CONSTRUCTION- AS APPPROVE B - i� - - - EXTERIOR ELEVATIONS SOUTH .EAST A.N. A.N.C. AINAIOR DOLT ACKYLO"ITRILK RUTADINM[ CMIT. CASIDIKNT - - - Flo:. F. L. 111NtiRl - VIOW LINK WY. /Viii - -IKI. MY.TAI. NAMR'Ai:TUitRM.. RKrR. - .RUTS. ItKPRtGFRATOR RMCtLTK11 D.O.N. INRJC..D OTIKNWL:r, WrmD I OWNER. -' - .PATIO •_. - SECTION . 8 -.. CYTIt►:NK A11VV C.B.P. CTR. COPWIKIATiro BTKML PIPE CENTER f ►L. rum. /IA)DR NIM. IMwKIIX NINIIWM MEINr, M. MKIMFRTCKD - 0"Na two Int. Olt IHAL T. ALL. UTILITIES SHOWN ON THIS DRAWING ARE FOR INFORtMA ON TI A - """'�-r......:.' R__..._ � REMOVE (E) CONSTRUCTION RESIDENCE 300?H gSf - - . .AUT, 'A.C. A/1: A!XIIALTIC t.' 10tr.TK AIR CONRITION1M: CT= COUNTRUSISK FLOOR.-- - r.O, C.'.. -FLAG111NO - FI.UOtWW_1IMT FACE or CDIImit" NIA. NIrd:. NIR11M NIdt:RI.I.A1rnm REO. IR1I L, KY.SUIRKD RFEILIKNT V.A.T. Y.B. � VINYL ASW..BTOO TILE VAPOR BARAIPR Olt j i PURPOSES ONLY. EXACT LOCATION AND -DEPTH TO'BE VERtIFIED, BY - ...__. - - - PATIO 37►.1 � - - .: - - Mlt,it:. AC"I-ITICAI, VOL. -. BOODLE /:o.r. - FAC[ OF nNiral 'o► 1►.0. .� NAIlONRY OP tW.. .. RPO. ROOF INO VINYL DAVE _ CONTRACTOR - CON RACTOR PRIOR TO COMMENCING t'bRK. - - . - A-5 ROOF PLAN REFLECTED CEILING PLAN - _ A.C.1'. A. D. . A::16!:T7Ki Ii1TD:Wf 1'1R'K AR,A tMAtN O►CT. - SET: Br.PARt11MNT DETAIL r;o.a. rrRy. FACE atuoa FIRE PROOF ISYS. ".'"IR. RERMfT►:il. METAL TRIM:11ULP pi. #.O.' - a= ROIKa Ot'ENINO 1ttRT. -TEST. VERTICAL - VEGTIRIL[ 8: ALL UNDERGROUND CONDUIT SHALL BE - PVC SCHEDULE TO 1BURIED A. - - - - - /"► p GARAGE GARAGE,& .NOTES - -. DETAILS ADJ. AdJO';TAIIL, D..r, 001MINO FOUNTAIN I.B. FULL BIXt' - Wt.. ... NAt►]IIAt, - - M.O.Y. - 1111117 OP NAY. V.T:, VINYL TILM. i - --. .. - - MINIMUM OF 24" BELOW GRADE. - NEW WA LL CONSTRUCT ION. ''I' - - - - - AIWIVK FINIGItP.B 1"LOOM D. U. DOUBLE 1RRKt - FT. - MITonFr.R - - : - NUL. 1011d.11M _ RIND. -AVB.- RVINOW -r, _ 9. - _ CONTRACTOR SHALL REMOVE RUBBLSH- AND' DEBRIS FROM JOB (SITE AND A MATCH (E) WALL _ STORAGE O GE' f ;:ST_6 - - MJ. If. Acrn. AL. AGRIt,CAT►: RAG, ALrttECnts. D.I. Bt A. - DIN. DRO• INLET DIANETAt, D/R[1alow -'179.. SINS. /UT. FOUTIIa- FURS "a RRURE tNi M. 11fW WORTH - R.W.L. 11FVE�•:It -- RAIN WATER LrAOru Ni wt-.? Ntnl - KEEP IT IN A ''BROOM CLEAN" CONDITION. - 3 1/2 IN. ACOUS. BATT INSUL A-6 SCHEDULES: C, EDUCES..- FINISH DOOR:. WINDOW ' A. P. ALIINIW1IN ACCm FARE:(. BIN'S. VIP'.. DINING - mu"IC[R BA.' CAUL[ N.I./'„ NOT IN CONTRA" - - B. ..GOUTS � V. C. ND. NATER CIACET WOOD 10. UNDERFLOOR ACCESS TO MEET CODE REQUIREMENTS. LOCATION AS - � - �► GYP. BO. & FIN. TO MATCH (� � � - TYPES: DOOR : WINDOW_ API1W)fI. AI'1970XINA T, � ®ALV : - SALVANIEED IKLuR A MINnF:II B.C. min Cm into NIIEKI. 81M1'61t - � APPROVED BY OWNER. � - - Code Review: -� - - SKYLIGHT ARI,TI. A.^•d. AttL111 TF.LiVNAI. At:11►:a7-: BN. D.O. DOWN � ROOK OPp1IN0 B:B. CIGB OAB NON, M.T.D. NONiNAf. NOT Tn RfA1F - B.C.D. - CORED. SEAT COVEN DIaT'FtR.►:R LL71►lNJLE NFO MP. NI TIIfA1T WATERPROOF 11. CONTRACTOR SHALL SUBMIT h1ANUFACTURER`S SPEGIF;ICATION, - . CAW. AUTO A::I'f1ALT AUTCi1ATIC DR. INN. DDOft BRAVNK' B.I. OL. - CALVANIXEU IIKM :CIRRUS - O.A. OVKItALI. - E.D. - sI". , COAP Dt GPER!", VECTION MEET. NT. NA IN::CDT N[tcnr SUGGESTED- INSTALLATION PROCEDURES, SAMPLES ° AND/(OR -SHOP _ ` �..�r+Ti...�./ -�-• -. �- - -, S-1 -STAN .. - STANDARD STRUCTURAL SAW 1"OZAS t v, os, poln�tolR acnRAou�n olat. otEaaRK s.E.o. --DF.CL CTIR)CTUMAL XMIM. SMUG. N.O: Sm OWNER DRAWINGS FOR . ALL UNSPECIFIED ITEMS TO BE USED iN TFIJS :WORK. NEW PARTITION; HT. AS NOTED OCCUPANCY R 3 -e4& - r Y BS. BImN. nnimp uL1,IKx,n D.B.P. M. CRT BTA""tP[ DRAWING O.S.B. CYMU"VALL"DARB 0.V. O. D. ON ("T,S. IKRI:1 M dl ANKTFiI (d11M.) ' BRI. BAFKTY CIACS 1t+1[LF ,Y.N.r MELDED NIRM VANRIC OWNER SHRILL APPROVE SUCH ITEMS PRIOR TO INSTALLATION; s �. rouvo�oTtoH • - DET. RFiv►51t t[I K:ILTtNU. . � OYY: artclK/ - /w►. O"IftK clip. 011OWNS 12. PAINT SHALL` BE BEST QUALITY AND SHALL BE APPROVED FOR W. 0. / B.O. WITH OWNER / BY OWNER - DITU". St.DO. BCR. WITUntNOIY[.- IKIILVING [A. EAST EACH cArrmwCONSTRUCTION it.B�' A. -. - DOGtt BIN {tAMBeoA - O.A. om, orP. OVKIn1RAD OVER IwS IM'tOP.ITE - BRIT. wR•G. ' � mN. � I:IIFr.T OtW.ATRINq SIMILAR ' QUALITY AND INSTALLATION PRIOR TO WORK, OWNER SHALL APPROVE - � TYPE V -N S-2 FOUNDATION �tL - 111.0" M.OL'Ktw: B.r.RIYMMH111.JOINT 2.F. KIPARSIO R: C. - IpL1.W CD1t[ OR HANDICAPPED, S;L. BK7LICIR - 1 - "SCHEME" (COLORS AND LOCATION) PRIOR TO INSTALLATION_ ,.-'.,A.D.B.O.. - AS DIRECTED BY OWNER - . ,RLRC. RN, VK.AN n.. FrJITATtoM RdND.. NAKiN1009 r. r0{.R .- B.N.D. CAR ITART `MAPRIN oierman - 13. .TITLE TO DRAWINGS- REMAINS WITH JOHN C. L AINDERSON. q - - r/'g/L,��•, DOT O. - NCOTtrN� RLRV. LIC tiRVAT nu' -- -' � llOxl E. RNo1.1N SAL _„ -IaRI=(M+TAL 'I110T. P�RK�CArTT CRdttI+T.CfMIQ7ttfk G.N.P. -. c1:CIFICATip11M Ilr8E1'TACt.[, ., _ � I _ PUBLICATION, REPRODUCTION OR RE -USE BY ANY METHOD, :IN WHOLE - - - AB:O. APPROVED BY - - M 1 MECHANICAL. PLUMBING PLAN PLAN . c D-. L.1.. N_tl.N. M/t l.eltk; 1PTBAl]t L/M! go"11"W111R [►RM. [MCL. IRfRCOR.'T - 06tAXaMM -.. - MM.-.-, .: IIT. MINIM - NKICIR: M•. P.L. MATK vmvmT LINK SO. - - S.CR. TAUARM CRRVICK elNK - - .. OR IN PART IS PROHIBITED. - -: - - - - - - - .HVAC NOTES SCHEDULES• %^!%�•E- Gam¢- %l. - 1� RnX4 B.W. ROTS NA w: IwY. - tItRWM7< P.wR. 11.AtiTlr. LANINATM B.Br aTA1Mam BTE{1 _ 14., THE ARCHITECT AND ARCHITECTS CONSULTANTS SHALL HAVE NO .. j CAR, - C.W. CARIN►;T CATMI "r -l" B.P. [0. [II.CrRICAL YAIRCt.S011RB MIAL - - S.N. R:T.A-C. tIOT -.NATER IRRA"RI BRAT IIIU/Y[MTILAT/NC/ M.AB. PI.VND, 14 AIY►N M.fWUOS BTA. GYP. '. CTATItM t IITANDARd RESPONS-IBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, F.V. FIELD VERIFY - - - - - - - - -. - . crn. CRR. a>NMT CLIIA111C teOPT. [ST. tYM)Imem t =1tNAT[ . • AIN CIMeITI011tla - AIT. P. P. PAINTI[Dt raw" POR:t BTI.. - 'STOP. - BTSKI. GTOPM.R - - REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS - - E-1 E ELECTRICAL: PC��I1/ER & SIGNAL,PLAN s.,. CA;T I" It. W.C. ELIMIC WAVES LOLIM t.0. tN^1N.. Imiuc *tA""= lot") IMTKRIOt011 PR: PAIR - am. BTRUCTML MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT (E)/(N) EXISTING NEW - c.�. CRfl:TMK.T1oN SCENT f.1f7T F:1t6tNK [Itu. ITS tXCAVAV' CIMUCt - - IMT. - INTKWIpI h. rolNr BUSIYMB[D BYIE1[T11ICAL I. LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, FOLYCiiLORINATED' LIGHTING PLAN . NOTES ..SCHEDULES I TAM, oAN(TOR BI PHENYL ( PCB) OR OTHER TOXIC SUBSTANCES . (M.E.) MATCH EXISTING r Job No4W-42�*& Drawn Checked ec ed Revised SEP_j 8 2ov e - ; • /.JAS fS. ,., r. .: 1 bb int Porch .a f i 4 r 5 / / \ Lnl �►f�Jdixff94.i.�/ ..►n .ylCt.. ±SDA/� t.�o T�fPf/?\ nrf n #Innn