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072-310-034
NOTES RESIDENTIAL '.F 072-310-034 2-2781 PERMIT NO. _PIERSON, RICHARD & KORINA 52- POWELL RIDGE RD., OROVILLE 1 CONT: WESTERN REGION DESIGNS 1 f NEW SINGLE FAMILY , l i OFFICE COPY Address GAS Meter By Da EL€CTRIC Meter y Qato CHECKED BY SRA FLOOD CERTIFICATE REQ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFF'CE Copy. Address GAS f ,. Meter E3dd �' ELECTRIC Meter 183YCate' •_ �w JOB FINALED (Date) If? J +O Signature J=OK 0 = Not OK Applic No Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test 4. Water; Location -Test -Easement Needed (Sketch) 7. Water and Sewer Connected 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Braced Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 1. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy. 10. Plumb.; Cir. Test -Water Supply Test 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. Verifv #'s with C 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 RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 2!Ftg., Main; Soils-Elec. Grnd.-/(.I' Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grind. -Z f P' Ftg. Depth ., tq., Porches & Decks; Soils -Steel-/ /" Fta. Depth `f \Zff- Qpp Hold Downs and Special Anchors S�fp.-dj 7. Slab, S I -Wrapped 8. P' -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O-Sewe 10. UF, Gas Pipe; Size Anchor and Gas Piping; Size Test Jt 6:3 Date 11. Water Pipe; Test -Anchors -Regulator -Service es Date 12. Electric Underground Date 13. PlenVms & Ducts; Clearance -Material -Support -Ins. 14. ers-Sills-Anchor Bolts-Joists-Vents-Crippies Date 1 Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU G (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 18 er Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access rf Test Tub & Shower, Second Floor -Tub Access rvf Gps Pipe; Sixe & Anchors ire Sprinkler; Test 134fte Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 25..,,E1ec. Receptacles Spacing -Lights & Switches at Doors 25,�3ize Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. T97E-quip. Ground made up w/Mech Fasteners -Bond Gas & Water 22;,,TAppliance Circuits in Kitchen & Conductor Size GFI 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31,,Pange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. ice -Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. Date C_ es Closet Light -Shower Light -Spa Light Xiie�Smoke Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 37.IEnt Fan, Exhaust above insulation et 8 ndensate Drain & Overflow, Size & Grade 9.Furnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Ic Access & Platform if Furnace in Attic ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAN,ING (Permit) OK except #'s s Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing . Draft Stop in Walls (rat proof) 45. Ire Stops, Furred Ceilings -Stairs -Chasers -Tubs X. Headers & Beams -Size & Bearing Date FR (Continued) 47. Haagers-Post Caps -Anchors -Connectors ,48' CJpg_Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. f41r.-Fire-plaee Ties or Type A Flue -Fireplace Throat Clearance ',�drrri-Windows or Exiting Doors -Sill Ht. & Dimensions argge,Fire Protection Framing -RC Channel 5� ope`yline firewall & openings 5A,-t'x{ Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; UJWth-Headroom-Rise-Run- Land ing-Fire Protection on Roof 58. Stucc esh-Drip Screed -Fd. Vents-Uriderflr. Access 5 ing Area -Glass Protection-Skylights-Plast! She r Walls; Nailing -Bolts 6 ce Interior/Exterior Wall Panels I nsulation-Walls-Cei I ings 6 nfiltrntion-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes ❑ No/Planters D Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ra COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION m 7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 7 11 NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Z a ZONING 17 BUILDING PERMIT OWNE,V TELEPHONE OWNER'S MAILING ADD S f .a OKRA. GA r� CONTRACTOR'S EMME � : TELEPHONE f CONTRACTOR MAI ADb "'- NT CONSTR O ND * 7 l GA 959 66 SQ. FT. OCC. BUILDING VALUATION 1 R 147 4(74.00 816 U 14 688.00 460 C 5980.00 v 7 V W Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $168,142.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 881.W ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 572.65 BUILDING ADDRESS 5;2 PGMI RIDGE RD., OROVIIIE$ Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 14 b LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 91 O Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WV.CT�T1''�,E ��t�.y Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Fee 20.00 Main Service 2DDA OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 f> 14.iZi Lic. No. aaC?.,. 7rJl.��C�il... ' 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 Main Service 200A To Io00A 46.00 NEW CONST. OWE LING OCCUP. SO OR ADDNS. 8 ACC. BLDS. 3.5dFT. 124 =T. T. MuLTI.OUTLET @7,50 FOWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FD(TURES B20 @ I.00 Ex. Occup.50 GFUT IXEDs R=.DE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 16 4 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.) f] I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pr visions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. X r /OS X�__Date �(. '% Sig/n�ature of Applicant' ` wner Contractor ❑ Agentilp' Arf OSHA permit is required for excavations over 60" deep and demolition or construction okstructures•over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling.00 Hood 6.50 u.50 Ventilation 3 4.50 3. gg fireplace 5.00 PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee 1$46.00 r'P, t. TOTAL FEE $ 1980.79 ' �EFEES HAZ.TYPIMP ,/ FLOOD CDF "pggCe ,i PD MD ,6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fowhich fees have been aid. p r - j - By \ Date PERMIT EXPIRES ON + I i 1. Data ReceiptNo. 363917 �rv'l -I8 1/ • /~ ' .A// WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT J COUNTY_O'F BUTTE- BOILDINGDIVISION DEPARTMENT OF DEVELOPMENT SERVICES � X411 (Main Street - Chico, 0- (530) 891-2751 1 7ou -CA - (530) 538-7541 nty Genter Drive * Orovillio, COARECTIONNOTICE4 VA R PERMIT NO. t.4gj,,,6ftP6tine'mspection indicates that the following violations of butte county Ordinances exist at the ��-'gC6v'e'Sbdress and should be corrected. Please notice this office when correction of work is "IX-""O"c'.o'm-';Pl'eted:�ll- you have a6y,questions pZrtaining't6 this matter, or need additional explanation, T !please,contact this office immediately. 'y L_ AW, Date REV 10/92 Inspecto 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 -2- ER -Z ER 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,c no )act this office immediately. Date �- %/ Inspector REV 10/92 Manufacturer Insulation Fact Sheet CertainTeeddl This is CertainTeed Corporation InsulSafe 4 Fiber -Glass Blowing Insulation rCertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: I R -VALUE BAGS PER 1000 SQ. FT. (i 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: fL)� 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 1872 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 1072 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'2 11 6.6 1 151 0.179 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 0.9.67 71/4 , 22 27.2 37 0.733 5'2 16 19.8 51 0.533 4 15 17.9 56 0.484 3%. 14 17.3 58 0.467 3'2 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. r 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. • is CertainTeedll 0 Builders Statement L 0 Homeowner Name / Jobsite Name --1 Address InsulSafe 4 ., Fiber Glass Blowing Insulation %� r?'T1 V") ec"I Qn -*&'71(oq Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FTT, 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: abs.) Should not be less than: an.) 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 10'h 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 51/x 11 6.6 151 0.179 43/4 LJ 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 02002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) j� v II CEILINGS t 1I WALLS FLOORS r y 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 02002 CertainTeed Corporation 11/02 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 a, i NO: rl (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNEQ f1kEPHONE. 1? ffi4OWNER'. MAW s. CONTRACTOR'S NA atOMSE. 9 9 CA 95966 TELEPHONE CONigACWUAT DESIGNS AD CONSTR O ND . S ORYffaE EA 95966 9 SQ. FT. OCC. BUILDING VALUATION 2731 R 147 474.00 816 U 14 688.00 460 C 5980.00 Fireplace LENDER'S MAILING ADDRESS Total valuation ' $168.142.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee s 881.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 572.65 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE s 1496.65 LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap JJ 7.00 91. Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 q TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Lifilities ❑ Installation ❑ Other ❑ j Describe Work: NEW Sl= E FM1Ty / Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 oo Mobile Home IS I GI @20.00 PERMIT FEE $171 00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 200A OR IES. 23.00 2 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 isy �in full force and effect. License Class r/ to I fi LIC. No. OWNER -BUILDER DECLARATION 1 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 I 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 Kof one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pr visions of section 3700 of the Labor Code, I shall forthwith compl h thos provisions. Date �10 of p wrier Contractor ❑ Agent FOSHApert is required for excavations over 5'0" deep and demolition or construction ver 3 stories in height.A Main Service 200A TO 1000A 46.00 NEW CONST. %%NG OCCUP. SO OR ADDNS. ( a Acc. sLDS. 3.5QFT: ' NO" N.pESID. MULTI -OU CET 97.50 POWER APPARATUS a SINGLE OUTLET CIR. OunEr OR FDCTURES 20 Q 1.00 EX. OCCU SAL @ .50 Ex. Occu ounED Ag M'.Oa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation oaS fireplace PERMIT FEE $ 100.00 Mobile Home Installation Fee Is Energy Inspection Fee 1$46.00 O TYPE TOTAL FEE $ 1980. 79 HAZ. D. FEES IMP FLOOD I COF PARC D UE This permit is hereby issued rider the applicable provisions of the Butte County Code and/or Resolutions to do work indicated for which fees have been paid. Date PERMIT EXPIRES ON ?�Z IJ fe ReceiptNo. 36 WHITE-D.D.S.-B.D. CANAR - S PINK -INSPECTOR GOLDENROD -APPLICANT r �_ �i�w►�''':ire.„-•.��vv�■r"9'�ry�p�'erwso'i�lPd��'�`'?K°"�y:9E'q"'�lFg7+�i•�'Rj�4'�'�T �:744.�i`Y�lM'�i�Frrrexzry*•�:;,a- COUNTY OF, BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t • p PERMIT APPLICATION DATA SHEET /` OWNER: v� ASSESSOR PARCEL NUMBER, �V� V IvProposed Building Use: N . Counter Technician:Date: Items. required in order to applyfor a permit. All boxes i 'TST be checked OR rked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans. AND 2 sets•of stamped and signed calculations. 4. Engineered truss detaiIs, and layouts, in duplicate:". No faxes! . 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured -homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b t�gineer. 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. I Date Received By A8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings....................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ® 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings..................................?.:� ....... 6. Sanitation and plot plan approval from the Environmental Health Dep ment in l.A 1 City of Chico Plumbing permit ......................'.. ........ ,. ..... :.............: y{� California Department of Forestry plan approval aid. Sent 19. Planning approval for (A) Use: O K (B)Parking: — (C) Parc I Check: v p _ 1 Z `•�- e2. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for .required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... V62.Letter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. Ej Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ er: p5 en issued Telephone n;o(U • U OuP and hold for pickup. .�� nem I have been f rmed of the ove-it�ms and re uirements for obtaining a it �,ermit.p Applicant: I Date: to 1-71,OZ-- ( 1. Index pe �applican for the above items numbered: e 2. Additional items re ! Contractor, design,(,own as advised cf the above data by phone, ❑ mail, 4 counter, by .Date: , Q Contractor, designer, owner, w s advised of the above data by . ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: e L. Date: . y Plans approved by: � Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: i Date. , . ellow: Building ivision • � FpV. E.H. USE NLY 1 Plot Ran Attached Floor Ran Attache Sent to B.D. - ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ��KSz> r\ Td 4 -W - R-, rjQ kit Owner Vcation AP# Plan Approved fj'Wdwelling. Sewage Disposals Water Supply: Public Private Well Clearance for Other d -a ",3 Hold final for: Final clearance O.K. for: NOTE: Environ 8/96 alth Specialist /�J,3 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER � SCHEDULE OF FEES DUE A.P. # 31& (fes PROP ED BUILDING USE / V DATE 7 i l ' RECEIPT # DATE REC. 1. BUILDING PERMIT FEES GG]] ss�� Balance Due ....................... $ O as Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) i 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ I�i��-0 ll'• Units 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. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 01 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 procef. DATE 1 0 IF Pursua to Go ent 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. 6100) (Floor Plans reviewed by School District.Personnel) r� }�kS3 Y � District Identification No E ' School3Di6tgct certifies that:j� (Applicant): (Street Address) C.J. (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. n / -0 t _40 by payment of $ representing , ,� '3 jl square feet. School District Representative AB 2926 $ PULL MITIGATION $ YJ Date D� � )h Paid by Check # / Remarks: . Notice You may,protest the imposition of the'fees identified above by submitting a written protest to the District, in compliance with Government• Code; Section 66020(a) "within 90 d®ys from'theAate fees. are paid:. Failure to submit a timely ,written protest will prohibit ,you fro' challenging the, imposition -of the fees1n an court,action. I subsequent to the School District, Representative signing, this Butte County. Schoo)s-Impact Fee, Certification Form, the School District is notified by the applicable Local' Planning. Agency ;that this.pr ip. s' bemgreviewed under the California •EnVirorimental Quality Act (CEQA), r . this; projecf may be subject to additional school fees to fully mitigate itwimpact on .the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeform.xis (10/98)dmm ,n a AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 20 -Feb -2003 2003-0010825 Hes not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 2, as shown on that certain Parcel Map being a portion of the Northeast quarter of Section 13,Township 19., Range 5 East, m.d.b & m.,filed in the Office of the Recorder, County of Butte, State of California, on October 3,, 1978 on Book 68 of Parcel Maps, at page 37. Date o2O� a�o3 PROPERTY OWNERS: �� fil�Gv lam. ) iUA� State of Calif rnia County of A�� On 17.F,�1 • �%i PV -3 , efofe me, personalVappeared A-'( 2 E:Q V. Y,LQ4V— %- /UZZU -. Vk ` ZVh-/ personally known to me (or proved to me on the basis of satisfactory evidence) to Me the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: SMV FAR E$S Ca WW" #12389851* CPSI A.P. # November 22, 2002 Richard Pierson 80 Melrose Dr. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 072-310-034 Building Permit Number: 02-2781 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed telow. 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: Please provideplot plans that are dimensioned. Show the North arrow and the distance to the property lines from the house. Please provide one more complete set of plans. Provide 31 square feet of glazing, "2 openable, in the bonus room. The energy' calculations must include the new glazing area. 4� Please show the location of the HVAC equipment. If the furnace is in the attic, provide a truss detail showing the mechanica_ load on it. S' RUCTURAL CoMMENTS: See letter from Keith Long included. 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. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The co-znter staff will answer any questions concerning the Data Sheet. Linda impson Plans Examiner 4_��AVKI) 1 of 1 Pierson, Richard 02-2781 STRUCTURAL COMMENTS 1. Please specify the required length of each shear wall on the Floor Plan. 2. Calculations p. 9 specifies 3.5 x 9.5 Gang Lam Garage door header; Sheet 1 shows 4x 12. Please correlate. 3. Calculation p. 5 incorrectly specifies 3/8" CDX for Floor/Roof diaphragm. 4. The engineer shall certify review of the specific truss calcs and that required spans and loading criteria has been met. See also item #5 below. 5.. Trusses A through A4 require 40 psf bottom chord live load, plus account for partition, floor and ceiling dead loading in the Storage area. Show how these loads have been incorporated into the truss designs. 6. Provide TPI truss bracing criteria, or detail all bracing on the plans. 7. 'Shear wall Line 1 specifies 5/8" a.b. @ 36" o.c., but the accompanying shear wall "D" specifies 3/4" a.b. @ 18" o.c.; please correlate. Similarly, wall Line 2 p. 20 also specifies 5/8" a.b. @ 36" 'o.c., but the schedule calls for 3/4" a.b. @ 24" o.c. NOTE: this comment is typical of all shear wall lines and shear wall schedule details. Keith Long Plan Review Consultant u A Pierson, Richard 02-2781 .01 1/23%03 Pleas note that the following comment from the original letter had not been resolved on e p is submitted: Shear wall Line 1 specifies 5/8" a.b. @ 36" o.c., but the accompanying shear wall "D" specifies 3/4" a.b. @ 18" o.c.; please correlate. Similarly, wall Line 2 p. 20 also specifies 5/8" a.b. @ 36" o.c., but'the schedule calls for 3/4" a.b. @ 24" o.c. NOTE: this comment is typical of all shear wall lines and shear wall schedule details. Keith Long Plan Review Consultant CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -11 Project Title.......... The Pierson Residence Date..12/10/02 18:21:47 P t Add rojec ress........ AP 072-310-034 ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* B d lding 1:1 mit # Energy Calculation Services 1907 Mangrove Avenue, Suite E -Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... 2718 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.2 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a. R-19 0.065 PLAN FRONT FRONT LEFT FRONT RIGHT, LEFT BACK, BACK RIGHT RIGHT, GARAGE 2X4 Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Roof n/a R-19 R-n/a R-19 0.049 VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FloorExt n/a R-19 R-n/a R-19 0.049 ABOVE GARAGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Window Right (SW) Front (W) 7.5 15.0 0.400 0.350 0.400 Standard, ,. 0.350 Stand?ard� E St-a�:,d��ard o u 4an�ard None Yes Window Window Front (W) Front (W) 15.0 7.5 0.350 0.400 0.350 �-tanda.rd Standar �+� �w M aura ck,r r ar ` 0.400 P Yes S ar�daRA Srtan,�lu-� Yes Door Front (W) 10.0 0.550. 0.650 Standard Standard Yes Window Front (W) 35.0 0.350 0.350 StanAArlR 0 � itaanord None Window Front (W) 4.8 0.400 0.400 Stand'a d St&a &alyd None Window Front (W) 14.0 0.350 0.350 Standard Standard None Window Front (W) 10.0 0.350 0.350 Standard Standard None Window Front (NW) 10.0 0.350 0.350 Standard Standard None M CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1F Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 12.0 0.350 0.350 Standard Standard None Window Left (N) 14.0 0.350 0.350 Standard Standard None Window Left (N) 10.0 0.350 0.350 Standard Standard None Window Left (N) 8.0 0.350 0.350 Standard Standard None Window Left (N) 20.0 0.350 0.350 Standard Standard None Window Back (E) 12.0 0.350 0.350 Standard Standard None Window Back (E) 4.0 0.400 0.400 Standard Standard None Window Back (E)' 15.0 0.350 0.350 Standard Standard None Window Back (E) 15.0 0.350 0.350 Standard Standard Yes Door Back (E) 40.0 0.550 0.650 Standard Standard Yes Window Back (E) 15.0 0.350 0.350 Standard Standard Yes Window Back (E) 9.0 0.350 0.350 Standard Standard Yes Window Back (SE) 7.5 0.400 0.400 Standard Standard None Window Right (S) 10.0 0.350 0.350 Standard Standard None Window Right (S) 10.0 0.350 0.350 Standard Standard Yes Window Right (S) 20.0 0.350 0.350 Standard Standard None Window Right (S) 4.0 0.400 0.400 Standard Standard None Window Right (S) 4.0 0.400 0.400 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatioi Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .59 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -11 Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Jim Butler Company. Western Region Designs Address. 3061 Orange Avenue Oroville, CA 9596 Phone... 530.534-9763 License. 782492 Signed.. AGENCY e Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. GN02 ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1F Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' P t AddP 072 ro30 ******* �ec ress........ A-10-34 Oroville *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain thesE measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements lister on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties aE minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Vol to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30-., water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. UIA_ 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards._ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1F Project Title.......... The Pierson Residence Date..12/10/02 18:21:47 MICROPAS6 v6.01 File -024295 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ✓ 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1F Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' MICROPAS6 v6.01 File -02429S Wth-C.TZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal -pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . Vol, LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a'shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C-21 Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' Pro'ect Address AP 072-310 034 ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.92 15.73 1.19 Space Cooling.......... 11.22 12.43 -1.21 Water Heating.......... 10.48 9.38 1.10 Total 36.62 37.54 1.08 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 2718 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 25453 cf 0 sf 13.2 0 of floor area 0.38 Btu/hr-sf-F 0.4 9.4 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 2718 25453 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2F Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 657 0.065 19 270 90 Yes None PLAN FRONT 2 Door 20 0.330 0 270 90 Yes None ENTRY 3 Wall 22 0.065 19 315 90 Yes None FRONT LEFT 4 Wall 20 0.065 19 225 90 Yes None FRONT RIGHT 5 Wall 256 0.065 19 0 90 Yes None LEFT 6 Wall 444 0.065 19 90 90 Yes None BACK 7 Wall 20 0.065 19 135 90 Yes None BACK RIGHT 8 Wall 553 0.065'19 180 90 Yes None RIGHT 9 Wall 280 0.065 19 270 90 No None GARAGE 2X4 10 Door 17 0.330 0 270 90 No None TO GARAGE 11 Roof 1665 0.031 30 n/a 0 Yes None TO ATTIC 12 Roof 1115 0.031 30 270 19 Yes None VAULTED 13 Roof 71 0.049 19 270 38 Yes None VAULTED 14 Roof 89 0.049 19 90 38 Yes None VAULTED 15 Floor. 2409 0.037 19 n/a 0 No None RAISED FLOOR 16 F1oorExt 309 0.049 19 n/a 0 No None ABOVE GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior ShadE Orientation (sf) factor SHGC.Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Right (SW) 7.5 0.400 0.400 225 90 Standard/0.76 Standard/0.68 2 Window Front (W) 15.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 15.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 4 Window Front (W) 7.5 0.400 0.400 270 90 Standard/0.76 Standard/0.68 5 Door Front (W) 10.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 6 Window Front (W) 35.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 7 Window Front (W) 4.8 0.400 0.400 270 90 Standard/0.76 Standard/0.68 8 Window Front (W) 14.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 9 Window Front (W) 10-.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 10 Window Front (NW) 10.0 0.350 0.350 315 90 Standard/0.76 Standard/0.68 11 Window Front (W) 12.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 12 Window Left (N) 14.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 13 Window Left (N) 10.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 14 Window Left (N) 8.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 15 Window Left (N) 20.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 16 Window Back (E) 12.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 17 Window Back (E) 4.0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 18 Window Back (E) 15.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 19 Window Back (E) 15.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 20 Door Back (E) 40.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 21 Window Back (E) 15.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 22 Window Back (E) 9.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 23 Window Back (SE) 7.5 0.400 0.400 135 90 Standard/0.76 Standard/0.68 24 Window Right (S) 10.0 0.350 0.350 180 90 Standard/0.76 Standard/0.68 25 Window Right (S) 10.0 0.350 0.350 180 90 Standard/0.76 Standard/0.68 26 Window Right (S) 20.0 0.350 0.350 180 90 Standard/0.76 Standard/0.68 27 Window Right (S) 4.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2I Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' MICROPAS6 v6.01 File -02429S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal Orientation 28 Window Surface HOUSE 2 Window 3 Window 4 Window 5 Door 19 Window 20 Door 21 Window 22 Window 25 Window System Type HOUSE Gas ACSplit Tank Type 1 Storage Right (S) FENESTRATION SURFACES Area U- Act Exterior Shade Interior ShadE (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 4.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15.0 n/a 5 8 15.0 n/a 5 8 7.5 n/a 5 10 10.0 n/a 3 10 15.0 n/a 5 10 40.0 n/a 6.67 10 15.0 n/a 5 10 9.0 n/a 3 10 10.0 2 5 20 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 n/a n/a 1 1.5 6 . HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Tested ACCA Duct Duct Manual Duct R -value Leakaqe D Eff 0.800 AFUE n/a Attic R-4.2 10.00 SEER No Attic R-4.2 WATER HEATING SYSTEMS Heater Type Gas Number in Distribution Type System Standard 1 REMARKS No No 0.767 No No 0.665 Tank External Energy Size Insulatior. Factor (gal) R -value .59 50 R- n/a HVAC SIZING Page 1 HVAC Project Title.......... The Pierson Residence Date..12/10/02 18:21:4' Project Address........ AP 072-310-034 ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -024295 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2718 SF Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2718 sf 25453 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction.. ............. Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 270 deg (W) Heating Cooling (Btuh) (Btuh) 14271 8167 5495 3572 n/a 5220 14478 5944 n/a 2100 3424 2500 37667 27503 n/a 5501 Minimum Total Load 37667 33004 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. o o RESIDENTIAL PLAN REVIEW GUIDE a SINGLE FAMILY, DUPLEXAND n_ .•� MISCELL4NEOUS ONLY Ovvrer. Building Permit Number: -Plans Examiner -:,L jo �n A. P. Number: GENSE R-kL: zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. :1-- Existing violations on the property. `,!ii— Recorded notice of violation. . aluation. PLOT PLA.N: �v etc arcel size and dimensions. Setbacks, side ard, easements. etc. Other buildings or structures. Grading. fills andior drainage. ].-e Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid 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). �! 1ou'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 operable width dimension Shall be 201. When «indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 11" above the flcor (Uniform Building Code section 310.4). Sk}-lights (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 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measur-ed to the lowestyroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GkI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Nater heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening into a bath bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroor is a room. compartment or alcove oom. opening directly into any of these (Uniform Mechanical Code section 304 Garage firewall separation - required on garage side including supporting walls and posts (Unilbtat 8 Code section 302.4 exception #3). ni'nder no circumstances shall a private garage have any opening into a room used for sleeping purposes ifo (L nr-n Building Code section 312.1). ood stove location - Alcove - Ulv1C section 205 confined space & 223 unconfined space tit 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). $hoa'er compartment minimum 1024 sq. in " 8 30circle (Uniform Plumbing Code 412.7). 17, Bearing Walls shall be supported on masoru)- or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced aall panels shall start at not more than 8 feet from each end of a braced Nall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing Shan not exceed 34 feet on anter in both the longitudinal and transverse directions (L)BC section 2320.4.1.) Braced wall lines mist be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply With the Uniform Building Code. This must include the designer's `wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C7. S. Floor construction details complete enough to construct building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. ,8! Fuql= construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. A-3. High expansive soil — special foundation design required. 14: Retaining Aalls requiring design. ..W. Gypsum %;allboard nailing inspection required. �.j 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 Kith 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 h%drostatic flood forces on exterior Walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be sho%vn on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other sen'ice facilities shall be designed and/or located so as to prevent water from entering or accumulating A ith 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 plaster— 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 1004.3.3.2). 7%%,o 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. eEnergy design compliance and supporting documentation. CDF responsible area requirements. UJOLDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. P2Ce = )f K -X ENGINEERING L I M I T E D FAX TO: Endeavor Homes FROM Edward Moran PE ATTN. Darren Diver DATE December 11, 2002 FAX No.: (530) 534 5269 No. of Pages : 1 JOB: Pierson Residence STATUS: Normal () Urgent () Confd. ( ) To whom it may concern: This letter is to confirm that I have reviewed & approved the load criteria & geometry used for the truss calculations for the above project. Sincerely, Edward Moran PE '60FESS10N91�� EDWARD J. c MORAN No. C058125 exp. 6/30/06 9TH OF CAIA� P.O.Sox 796, Oregon House, CA 95952. Tel.: (530) 592 2319, Fax: (415) 840 0670, email: kxel@netscape.net PROJECT : Pierson Residence JOB No. # 0117 CLIENT Darren Diver SHEAR WALL DESIGN SHEATHING t WALL I SHEATHING NAILING v A .i B C D 1 E i F 'f { Page Date 1/9 Engr.: EJM FRMr� PI T PKin CTI In 3/8" CDX/OSB 8d @ 6" 260 plf 2x @ 16" 2 x 2-2x4 CMSTC-16 3/8" CDX/OSB 8d @ 4" 350plf 2x @ 16" 2 x 2-2x4 6795 3/8" CDX/OSB 8d @ 4" 380 plf . 2x-@ 16" 3 x 2-2x4 3/8" CDX/OSB 8d @ 3" 490 plf 3x @ 48" 3 x 2-2x4 3/8" CDX/OSB 8d @ 2" 640 plf 3x @ 48" 3 x 4x6 2-3/8" CDX/OSB 8d @ 2" 1 1280 plf I 3x @ 48" 1 3 x 4x6 Note: Use 8d nails @ 6" in the field HOLD DOWNS TYPE MODEL T 18 16 14 12 8 10 14 2 i 5 .1 10A 14A 15 NOTE 1 2 3 Anchor Embed SET Epoxy nin v Pmhcrl CS -18 1270 CMSTC-16 4690 CMST-14 6795 CMST-12 9640 STHD8 2210 STH D 10 2880 STH D 14 4295 PHD2 3610 SSTB16 13 5/8" x 5" PHD5 4685 SSTB24 21 5/8" x 5" HD10A .8310 SSTB28 25 7/8" x 8" H D 14A 11080 Type 'A' 36 1 " x 9" HD15 .15305 Type'B' I See spec. I 11 1/4" x 12" Unless noted otherwise all nails to be common nails. 16d nails are always sinkers. At gable ends extend shear wall type & nailing to roof sheathing. Double studs used at holddowns to be nailed together with 16d at 6"oc. I 04A -sum PROJECT' Pierson Residence JOB No. : # 0117 CLIENT Darren Diver r I ROOF /,,FLOOR DIAPHRAGM DESIGN SHEATHING I DIAPHRAGM SHEATHING NAILING CAPACITY 1 i 1/2" CDX/OSB Blocked 8d @ 6" 260 pif t Note: Use 8d nails @ 12" in the field Page Date 1/9 Engr.: EJM sO4A-sum K -X Engineering PIERSON RESIDENCE Oroville Butte County California APN: 072-310-034 STRUCTURAL ENGINEERING CALCULATIONS BY Edward Moran P.E. r April 11, 2002 • O P.O.Box 796, Oregon House, CA 95962. Tel.: (530) 692 2319; Fax: (415) 840 0670, email: kxei@netscape.net INTRODUCTION It is proposed to construct -a new double story structure on an empty lot. The structure consists of reinforced concrete spread footings & stem walls, supporting a traditional stud frame structure with a manufactured truss roof. The attached calculations provide design checks for the major structural elements in accordance with the 97UBC & other applicable codes. DESIGN DATA Snow Load for location = Design Wind Speed = Exposure = Seismic Zone = Allowable soil bearing pressure = INDEX Gravity Loads Lateral Loads 20 psf 75 mph B 3 1500 psf Sheet 1 Sheet 13 T i PROJECT : Pierson Residence Page: JOB No. : # 0117 Date 4/11 CLIENT : Darren Diver Engr.: EJM LOADING 3.0 Sheetrock ROOF ' Miscellaneous DEAD LOAD TOTAL DL, (psf) Roofing 3.0 Insulation 1.0 Framing 3.0 Ceiling 2.5 Miscellaneous mechanical 0.5, TOTAL DL, (psf) 10.0 . LIVE LOAD Roof Live Load, Snow (psf) 16.0 TOTALLOAD Roof (psf) 26.0 EXTERNAL WALLS ' DEAD LOAD Framing 2.0 Insulation 1.0 Siding 3.0 Sheetrock 2.5 Miscellaneous • 1.5 TOTAL DL, (psf) 10.0 INTERNAL WALLS DEAD LOAD Framing 2.0 Sheetrock 5.0 , Miscellaneous 0.5 TOTAL DL, (psf) 7.5 s03.xls T. PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver FLOORS FIRST DEAD LOAD Flooring Floor Sheathing Framing Ceiling Mechanical TOTAL DL, (psfl LIVE LOAD Residence (psfl TOTALLOAD Floor, (psfl Page: 4 - Date 4/11 Engr.: EJM 3.0 2.5 4.0 0.0 0.5 10.0 40.0 50.0 PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver FOOTINGS WALL LOAD Roof First Floor Second Floor Wall Total BEARING Width Required Min. Required POST 1 LOAD Roof First Floor Second Floor Wall Total BEARING Width Required Min. Required POST 2 LOAD Roof First Floor Second Floor Wall Total BEARING Width Required Min. Required Page : 3 Date 4/11 Engr.: EJM = 1.0 x 16.0 x 26.0 = 416 = 1.0 x 3.0 x 50.0 = 150 = 0.0 x 7.5 x 50.0 = 0 = 1.0 x 16.0 x 10.0 = 160 = 726 Ib = 726' / 1500 = 0.5 ft 1.3 ft = 6.3 x 16.0 x 45.0 = 4500 = 0.0 x 6.0 x 50.0 = 0 = 0.0 x 3.0 x 50.0 = 0 _ 0.0 x 16.0 x 10.0 = 0 = 4500 Ib = 4500 / 1500 ^ 0.5 = 1.7 ft 2.0 ft = 0.0 x 12.0 x 32.0 = 0 = 6.0 x 8.0 x 50.0 = 2400 = 0.0 x 21.4 x 0.0 = 0 = 0.0 x 4.0 x 10.0 = 0 = 2400 Ib = 2400 / 1500 A 0.5 = 1.3 ft 1.5 ft s03.xls P1.7 ANTI $CAD NOW VALVE I UPC ALL LOCATIONS 06 30SN 020 F% l 1 6 1 1 I I 4040 SH I I 306e i w.I.c. MSTR BATH 1 246e =c I 3 T mo * 1 68 1 I ygI;�I I I - 1 068 I III''11L(��/1 MSTR :BEDROOM LPA 2468 I + 4.12 NEAOER Is FLOOD UNE BONUS ROOM 1.12 NEAOER _1.12 NEIOEP- - - - - - - _ - _ _ ------- —------- --• ------ --___— 'I N.N. 1 I I V10 I I �: —4:12 I I I I.�., I 4:12 I COVERED PORCH 3 CAR GARAGE DDDR To SnoQ W.I.C. i — — I — — — f �0. LOSE MCE I I jll• Ifr — — ON I 1 (—^— �J''��68 888 i TEY SM JO30 $H 2yyyS FLOOR UN BONUS - - - ' ^ _ w ERI: I .: I �+ rn �oR • rn '�" :I g' 15/8. 1TVE '% BTP. B0. / I 1 i II d �33m1 l FLZ RoaF 1 2 BA _ JL _ _ J —2 1. '-r EATIING /\, - I I (tJ�" _ - I I 248e I ME DORMER •� 2068 2468 f LOCATION 1-6• •-7• UTILITY I I 2868 zap O5& c - 2888 4'-44 1412 4 I •-__-i__-_VMAT UNE - ----------- - _ =4sj Z -"DQ L- = _ '-� oE5" PANRiT 14:12 G 4D40 SH GREAT ROOM NOOK °'-' 14°2 VAULT UNE ^+------- ---------- Qy 4040 SN A R 4:12 - 2088 1 s HALF ARCH ABOYE II BEDROOM 2 '� ell 7 Ile 1 't 2050 sl �I = — 11 12688 � I I 2484 VI I I i I II 1 I I I I I 1 W I I I I I i EI IFALSE DORM 1 DORNE#,IIC- I KITCHEN 11 811 m a02--I�a:12 11 1 c 41 BEDROOM 1 ° - DININGROOM NTRY 1 °1 _ I SD66 2468 ' l ' I .1050 sH 3050 5H I ! ! l 4 N RM N/ HNF AHC 1[ I I (COVERED PORCH vaeq ry w.vy� tv zni-x/i-s•-x i -t in�,z/i-s�•z i -t a7ves w,vep .o-.. crams roAvaa .o-.. , mul M SIM i I I I I I I I I I I I I I 1 I I I I s I 1 4� I M I I I I T I I J I I I I I I I I I I I L_______________________________________J I W b I I I I I ' I I I I I I I I I 1 , /o s�o0ie I I I 1 I , , 1 �qm I �3 I I I mul M SIM i I I I I I I I I I I I I I 1 I I I I s I 1 4� I M I I I I T I I J I I I I I I I I I I I L_______________________________________J I W b I I I I .dery wctw s rtr�w ' a' KL oawEns anon . W .�. 10 Tmc� O< fn11556 une. s F 0 PROJECT JOB No. CLIENT : Pierson Residence : # 0117 : Darren Diver Page : Date : 4/11 Engr.: EJM Header 1 4781 4016 14941 67E+4 USE 3.5 x 11.9 GANG LAM 2x Material 2x 4x GLB ' Lam' S Duration Factor, Cd Props A B C. D Cr Dead' Live Snow E or W Fv psi 95 85 145 290 1.15 0.90 1.00 1.15 1.33 Fb psi 875 875 1450' 2900 155 420 420 E ksi 1600 1300 1500 2000 36.8 V B Fberg psi 625 625 560 750 10.6 7.7 B Beam 17.6 V Load psf; or plf 36 Duration Deflection Span, ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 12.50 12.0 17.00 15.00 0.00 0.00 30 1.15 240 360 FORCES W plf R Ib Vd Ib M ft -Ib EI Tot. EI LL Header 765 4781 4016 14941 67E+4 67E+4 Material 2x 4x GLB Lam Material A S - I I Bearing in^2 Dead Beam B D 85 Reqd. sq in in"3 Total Live 350 450 Fberg Sizes in. in. E ksi A 55 155 420 420 13.7 10.6 7.7 A 1.50 36.8 V B 62 155 517 517 13.7 10.6 7.7 B 3.50 17.6 V C 36 93 448 448 13.7 10.6 8.5 C 5.25 10.3 M D 18 47 336 336 13.7 10.6 6.4 D 3.50 10.5 1 1 T Header 2 - 1377 1062 4018 USE 4 x 12 DF#2 Material 2x 4x GLB Lam Duration Factor, Cd Props A B C D Dead Live Snow E or W Fv psi 95 85 165 290 0.90 1.00 1.15 .1.33 Fb psi 875 875 2400 2900 A E ksi 1600 1300 1800 2000 2.2 A Fberg psi 625 625 560 750 55 130 Beam 3.9 3.1 2.2 Load psf, or plf Duration Deflection Span, ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 11.67 16.0 6.00 10.00 8.00 10.00 16 1.00 240 360 FORCES W plf R Ib Vd Ib M ft -Ib EI Tot. EI LL 236 1377 1062 4018 2E+5 10E+4 Material A S I I Bearing in^2 Beam B D Reqd. sq in in"3 Total Live 350 450 Fberg Sizes in. in. A .17 55 105 64 3.9- 3.1 2.2 A 1.50 14.8 M B 19 55 130 79 3.9 3.1 2.2 B 3.50 9.7 M C 10 20 94 57 3.9 3.1 2.5 C 5.13 6.0 IT D 5 17 84 51 3.9 3.1 1.8 D 5.25 5.8 IT PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver Page : Date : 4/11 Engr.: EJM FORCES PD Ib PL Ib a ft W plf R Ib Vd Ib M ft -Ib Header 3 2400 2900 400 200 USE 6 x 8 DF#2 604 Material 2x 6x GLB Lam 625 Duration Factor, Cd Props A B C D Cr Dead " Live Snow E or W Fv psi 95 85 165 290 1.00 0.90 1.00 1.15 1.33 Fb psi 875 875 2200 2900 in. 1.00 A E ksi 1600 1300 1600 2000 6.2 4.5 A Fberg psi 625 625- 560 750 51 57 40 Beam 6.2 4.5 Load psf, or plf 5.50 7.5 Deflection Span, ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 6.00 12.0 14.00 • 10.00 8.00 30.00 16 1.00 240 360 FORCES PD Ib PL Ib a ft W plf R Ib Vd Ib M ft -Ib EI Tot. EI LL 2400 2900 400 200 1000 1.00 604 2812 2208 3718 7E+4 5E+4 625 625 Material A S I I Bearing in^2 Fberg Beam B D Span, ft Reqd. sq in in"3 Total Live 350 450 Fberg Sizes in. in. 1.00 A 35 51 46 32 8.0 6.2 4.5 A 1.50 23.2 V B 39 51 57 40 8.0 6.2 4.5 B 5.50 7.5 M C 20 20 46 32 8.0 6.2 5.0 C 5.13 4.9 M D 11 15 37 26 8.0 6.2 3.7 D 5.25 4.4 1 1 T 1st Floor Beam USE 4 x 8 DF#2 ' Material 2x 4x GLB Lam Duration Factor, Cd Props A B C D Cr Dead Live Snow E or W Fv psi 95 85 165 290 1.00 0.90 1.00 1.15 Fb psi 875 875 2400 2900 400 1200 E ksi 1600 1300 1800 2000 .I 1 Fberg psi 625 625 560 750 Total Live Beam 450 Fberg Load psf, or plf Duration Deflection Span, ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 6.00 16.0 8.00 10.00 0.00 10.00 40 1.00 240 360 FORCES PD Ib PL Ib aft W plf R Ib Vd Ib M ft -lb M 0 0 4.50 400 1200 667 1800 Material A S .I 1 Bearing in^2 Reqd. sq in in"3 Total Live 350 450 Fberg A 11 25 24 29 3.4 2.7 1.9 B 12 25 30 36 3.4 2.7 1.9 C 6 9 22 26 3.4 2.7 2.1 D 3 7 19 23 3.4 2.7 1.6 EI Tot. EI LL 4E+4 5E+4 1.33 Beam Sizes B in. D in. M A 1.50 9.9 B 3.50 6.5 M C 5.13 3.9 - I L D 5.25 3.8 1 L PROJECT : Pierson Residence Page: a ft JOB No. : # 0117 Date 4/11 CLIENT : Darren Diver Engr.: EJM 1st Floor Joist PD Ib PL Ib a ft i USE 9 1/2" 1 Joists Material 2x 6x GLB Lam Duration Factor, Cd Props A B C D Cr Dead Live Snow E or W Fv psi 95 85 165 290 1.00 0.90 1.00 1.15 1.33 Fb psi 875 875 2200 2900 290 Reqd. sq in E ksi 1600 ' 1300 1600 2000 Fberg Sizes in. Fberg psi 625 625 560 750 14 17 1.1 Beam 0.6 A Load psf, or plf 6.6 M Deflection Span, ft D, in. B, ft. Dead Haft Dead Live Factor Total Live 8.00 12.0 2.00 10.00 0.00 10.00 40 1.00 240 360 FORCES PD Ib PL Ib a ft W plf R Ib Vd Ib M ft -Ib EI Tot. EI LL 0 0 6.50 100 400 300 800 2E+4 3E+4 Duration Factor, Cd Props Material A S I I Bearing in"2 Fv psi Beam B D 290 Reqd. sq in in^3 Total Live 350 450 Fberg Sizes in. in. E ksi A 5 11 14 17 1.1 0.9 0.6 A 1.50 6.6 M B .5 11 18 21 1.1 0.9 0.6 B 5.50 3.6 I L C 3 4 14 17 1.1 0.9 0.7 C 5.13 3.4 IL D 2 3 12 14 1.1 0.9 0.5 D 5.25 3.2 1 L Garage Door Header PD Ib PL Ib a ft USE 3.5 x 9.5 GANG LAM Vd Ib M ft -Ib EI Tot. EI LL 0 0 4.50 Material 2x 4x GLB Lam 17E+4 Duration Factor, Cd Props A B C D Cr Dead Live Snow E or W Fv psi 95 85 165 290 1.00 0.90 1.00 1.15 1.33 Fb psi 875 875 2400 2900 Sizes in. in. E ksi 1600 1300 1800 2000 109 2.0 1.5 Fberg psi 625 625 560 750 B 10 41 Beam 134 2.0 Load psf, or plf 1.1 Duration Deflection Span, ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 17.50 16.0 3.00 10.00 0.00 10.00 16 1.00 240 360 FORCES PD Ib PL Ib a ft W plf R Ib Vd Ib M ft -Ib EI Tot. EI LL 0 0 4.50 78 683 579 2986 19E+4 17E+4 Material A S I I Bearindin^2 Beam B D Reqd. sq in in^3 Total Live 350 450 Fberg Sizes in. in. A 9 41 118 109 2.0 1.5 1.1 A 1.50 12.8 M B 10 41 145 134 2.0 1.5 1.1 B 5.13 7.0 1 T C 5 15 105, 96 2.0 1.5 1.2 C 5.13 6.3 1 T D 3 12 94 87 2.0 1.5 0.9 D 3.50 6.9 1 1 T v v ti - 3 v >7 N s D � 2 to 0 I't E I �( 10 G7 E Pt - to 11 M G FRONT ELEVATION REAR ELEVATION PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver Page: i Date 4/11 Engr.: EJM SHEAR WALL DESIGN SHEATHING WALL SHEATHING NAILING v ` FRMG. PLT. END STUD A B C D E 4 F 3/8" CDX 8d @ 6" 260 plf 2x @ 16" 2 x 2-2x4 CMSTC-16 3/8" CDX 8d @ 4" 350plf 2x @ 16" 2 x 2-2x4 6795 3/8" CDX 8d @ 4" 380 plf 2x @ 16" 3 x 2-2x4 3/8" CDX - 8d @ 3" 490 plf 3x @ 48" 3 x 2-2x4 3/8" CDX 8d @ 2" 640 plf 3x @ 48" 3 x 4x6 2-3/8" CDX 8d @ 2" 1 1280 plf 1 3x @ 48" 1 3 x 4x6 Note: Use 8d nails @ 6" in the field HOLD DOWNS TYPE MODEL T 18 16 14 12 8 10 14 2- 5 10A 14A 15 NOTE Anchor Embed SET Epoxy Dia x Embed CS -18 1270 CMSTC-16 4690 CMST-14 6795 CMST-12 9640 STHD8 2210 STHD10 2880 STHD14 4295 PHD2 3610 SSTB16 13 5/8" x 5" PHD5 4685 SSTB24 21 5/8" x 5:' HD10A 8310 SSTB28 25 7/8" x 8" HD14A 11080 Type'A' 36 1" x 9" HD15 15305 Type'B' See spec. 1 1/4" x 12" Unless noted otherwise all nails to be common nails. 16d nails are always sinkers. At gable ends extend shear wall type & nailing to roof sheathing. Double studs used at holddowns to be nailed together with 16d at 6"oc. s04A-sum.xis a PROJECT : Pierson Residence Page: JOB No. : # 0117 Date 4/11 CLIENT :.Darren Diver Engr.: EJM ROOF/ FLOOR DIAPHRAGM DESIGN SHEATHING DIAPHRAGM THING NAILING CAPACITY 1 .(3/8" X Blocked 8d @ 6" 260 plf Note: Use 8d nails @ 12" in the field s04A-sum.xfs PROJECT : Pierson Residence Page: qs JOB No. : #. 0117 Date 4/11 CLIENT' : Darren Diver Engr.: EJM WIND LOADS Basic Wind Speed = p = Height Ce Cq qs (ft) (EXP B) (W 0-15 0.62 1.3 14.5 1.00 to 20 0.67 1.3 14.5 1.00 to 25 0.72 1.3 . 14.5 1.00 to 30 0.76 1.3 14.5 1.00 to 40 0.84 1.3 14.5 1.00 to 60 0.95 1.3 - 14.5 1.00 to 80 1.04 1.3 14.5 1.00 to 100 1.13 1.3 . 14.5 1.00 to 120 1.20 1.3 14.5 1.00 to 160 1.31 1.3 14.5 1.00 to 200 1.42 1.3 14.5 1.00 to 300 1.63 11 • 14.5 1.00 to 400 1.80 1.3 14.5- 1.00 75 mph Ce*Cq*qs*I P (ps 11.7 12.6 13.6 14.3 15.8 17.9 19.6 21.3 22.6 24.7 26.8 30.7 33.9 s04a-lat.xls PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver LOADS: FRONT -REAR Page : 1-7 Date 4/11 Engr.: EJM Sum V = 27.2 LOADS: SIDE -SIDE Trib Wind Diap. Floor Level Story Width Height Height Height p w F (ft) (ft) (ft) (ft) (ft) (psf) (plf) (kips) Roof _ 2. 13.00 90 23.0 18.0 23.0 13.57 244 22.0 To grade 1 10.00 90 10.0 5.0 10.0 11.69 58 5.3 Sum V = 27.2 LOADS: SIDE -SIDE Sum V = 19.4 s04a-latAs Trib Wind Diap. Story Width, Height Height Height p w F (ft) (ft) (ft) (ft) (ft) (psf) (plf) (kips) Roof 2 13.00 64 23.0 18.0 23.0 13.57 244 15.6 To grade 1 10.00 64 10.0 5.0 10.0 11.69 58 3.7 Sum V = 19.4 s04a-latAs PROJECT : Pierson Residence Page: JOB No. : # 0117 Date CLIENT : Darren Diver, - Engr. FLOOR WEIGHTS ROOF Area Length Height Solid Weight Total 2,400 (ft2) (ft) (ft) % (psf) (kips) Roof 2,900 0 0 Internal Walls 10 29 Snow 2,900 2 External Walls 0 0 Internal Walls 5 80 4.0' 8 2 External Walls 130 4.0 70% 10 4 SUMMATION 35 SECOND Area Length Height Solid Weight Total (ft2) (ft) (ft) % (psf) (kips) Roof 10 0 Floor 305 10 3 Internal Walls 80 8.0 8 5 External Walls 130 8.0 70% 10 7 SUMMATION 15 FIRST Area (ft2) Length (ft) Height Solid. (ft) % Weight (psf) _ Total (kips) Floor 2,400 8 19 Snow 0 A 0 0 Internal Walls 80 4.0 8 2 External Walls 200 4.0 60% 10 5 SUMMATION 26 4/11 EJM 04a-lat.xls PROJECT : Pierson Residence Page JOB No. : # 0117 Date 4/11 CLIENT : Darren Diver Engr.: EJM _ f SEISMIC LOADS SD ASD Zone = 3 T (Ct*hn^0.75) = 0.19 Soil Profile = Sd R = 4.50 4.50 Ca = 0.36 I = 1.00 Cv = 0.54 Cs (Cv*I/R*T) = 0.63 Na = 1.0 Cs max (2.5*Ca*I/R) = 0.20 Nv = 1.0 Cs min (.11 *Ca*I) = 0.04 hn ' = 20.0 ft Ev (.5*Ca*I) = 0.18 Ct = 0.02 r factor' = 1.50 V = 0.48 0.30 DISTRIBUTION Level wi E (ASD) (kips) (kips) Roof 35 10.5 2nd 15 4.5 1 st 26 7.9 Sum = 77 23.0 < 1.4 x W, = 38.1 Wind Governs s04a-latAs PROJECT : Pierson Residence JOB No. : # 0117 CLIENT : Darren Diver Page : P Date 4/11 Engr.: EJM SHEAR WALLS FND TO FIRST WALL 1. L = 10.5 ft H = 9.0 ft Trib = 0.0 % of wall = 10.5 ! 10.5 = 1.0 Dia. Load = 15.6 x 18.0 / 64.0 = 4397 Ib Wall Shear = 4397 ! 10.5 = 419 plf 0.9 Dead = 15 x 10.0 + 9.0 x 10.0 = 231 plf OTM = 4397 x 9.0 - 231 x 55 = 26842 Ib -ft Hold Down = 26842 / 10.5 = 2556 Ib Stud load = 39576 / 10.5 = 3769 Ib # of anchors = 4397 / 870 = 5.05 USE Wall # D Anchors min. 5/8" bolts @ 3.0 ft WALL 2 L = 10.0 ft H = 9.0 ft Trib = 0.0 % of wall = 10.0 / 10.0 = 1.0 Dia. Load = 15.6 x 12.0 /. 64.0 = 2932 Ib Wall Shear = 2932 / 10.0 = 293 plf 0.9 Dead = 6 x 10.0 + 9.0 x 10.0 = 141 plf OTM = 2932 x 9.0 - 141 x 50 = 19334 Ib -ft Hold Down = 19334 / 10.0 = 1933 Ib Stud load = 26384 / 10.0 = 2638 Ib # of anchors = 2932 1 870 = 3.37 USE Wall # B Anchors min. 54' bolts @ 3.0 ft WALL 3 L = 3.0 ft H = 9.0 ft Trib = 0.0 % of wall = 3.0 / 15.0 = 0.2 Dia. Load = 3.1 x 25.0 / 64.0 = 1221 Ib Wall Shear = 1221 / ' 3.0 = 407 plf 0.9 Dead = 3 x 10.0 + 9.0 x 10.0 = 111 plf OTM = 1221 x 9.0 - 111 x 5 = 10494 Ib -ft Hold Down = 10494 / 3.0 = 3498 Ib Stud load = 10993 / 3.0 = 3664 Ib # of anchors = 1221 / 870 = 1.40 USE Wall # D Anchors min. 5/8" bolts @ 3.0 ft PROJECT : Pierson Residence JOB No. : # 0117 . Page: Z CLIENT : Darren Diver Date 4 /11 Engr.: EJM WALL 4 L = 13.5 ft H = 9.0 ft % of wall =Trib= 13.5 / 13.5 0.0 Dia. Load = 16 x 28.0 / 64.0 = 1.0 Wall Shear = 6840 / 13.5 = 6840 Ib 0.9 Dead OTM == + 9.0 x 10.0 507 = 201 plf plf Hold Down = 68.40 = 43246 x x / 9.0 9. 0 - 13.5 201 x 91 = 4.3E+4 Ib -ft Stud load = 61563 / 13.5 = 3203 lb # of anchors = 6840 / 870 = 4560 Ib USE7.86 .-Wall # E Anchors min. 5/8" bolts @ 2.0 ft WALL 5 L = 9.7 ft H = 9.0 ft % of wall =9.7 / 9.7 Trib = 0.0 Dia. Load = 16 x 12.0 / 64.0 = 1.0 Wall Shear 2932 / 9.7 = 2932 0 0.9.9 Dead = 4 , x 10.0 + 9.0 x 10.0 = 302 = 121 plf plf plf Hold Down = 2932 = 20692 x / 9.0 - 121 x 47 = 20692 Ib -ft Stud load = 26384 / 9.7 9.7 = 2720 lb # of anchors = 2932 / 870 = Ib USE Wall # B 3 = 3.37 .37 Anchors min.. 5/8" bolts @ 3.0 ft AALL 6 1 L = 8.5 ft H = 9.0 ft % of wall =Trib 8.5 / 8.5 = 0.0 Dia. Load = 15.6 x 16.0 / 64.0 = 1.0 Wall Shear 3909 % 8.5 = 3909 0.9 0.9 Dead = 8 x 10.0 + 9.0 = x 10.0 = 460 161 plf plf plf Hold Down 3909 = 29362 x / 9.0 - 8.5 161 x 36 = 29362 Ib -ft Stud load = 35179 / 8.5 = 3454 Ib # of anchors = 3909 / 870 = 4139 Ib USE= Wall # p 4.49 Anchors min. 5/8" bolts @ I 2.0 ft PROJECT : Pierson Residence Page: .4 JOB No. : # 0117 Date 4/11 CLIENT : Darren Diver Engr.: EJM WALL 7 Anchors min. 5/8" bolts @ L L = 2.7 ft WALL 9 H = 9.0 H = 9.0 ft 4 Trib = 0.0 Trib = 0.0 / % of wall = 2.7 / 9.8 Dia. Load = 22 = 0.3 25.0 Dia. Load = 6 x 12.5 / 90.0 / = 832 Ib Wall Shear = 832 / 2.7 x 10.0 = 312 plf 0.9 Dead = 12 x 10.0 + 9.0 x 10.0 = 201 plf OTM = 832 x 9.0 - 201 x 4 = 6.8E+3 Ib -ft Hold' Down = 6771 / 2.7 = 4072 Ib = 2536 Ib Stud load = 7488 / 2.7 USE = 2804 Ib # of anchors = 832 / 870 = 0.96 Ib USE Wall .'# B = 6.18 USE Anchors min. # 5/8" bolts 0- 3.0 ft WALL 8 Anchors min. 5/8" bolts @ L = 13.5 ft WALL 9 H = 9.0 ft = 10.0 ft 4 Trib = 0.0 % of wall = 13.5 / 13.5 = 1.0 Dia. Load = 22 x 25.0 / 90.0 = 6107 Ib Wall Shear = 6107 / 13.5 = 452 plf 0.9 Dead = 4 x 10.0 + 9.0 x 10.0 = 121 plf OTM = 6107 x 9.0 - 121 x 91 = 43940 Ib -ft Hold Down = 43940 / 13.5 9.0 = 3255 Ib Stud load = 54967 / 13.5 9.0 - = 4072 Ib # of anchors = 6107 / 870 / = 7.02 USE Wall # D = 48371 / 10.0 Anchors min. 5/8" bolts @ 2.0 - ft r WALL 9 L = 10.0 ft H = 9.0 ft Trib = 0.0 % of wall = 10.0 / 10.0 = 1.0 Dia. Load = 22.0 x 22.0 / 90.0 = 5375 Ib Wall Shear = 5375 / 10.0 = 537 plf 0.9 Dead = 8 x 10.0 + 9.0 x 10.0 = 161 plf OTM = 5375 x 9.0 - 161 x • 50 = 40321 lb -ft Hold Down = 40321 / 10.0 . = 4032 Ib Stud load = 48371 / 10.0 = 4837 Ib # of anchors = 5375 / 870 = 6.18 USE Wall # E Anchors min. 5/8" bolts0, . 2.0 ft J ry1 PROJECT ' JOB No. CLIENT % of wall = Dia. Load = Wall Shear = 0.9 Dead = OTM = Hold Down = Stud load = # of anchors = USE WALL 10 % of wall = Dia. Load = Wall Shear = 0.9 Dead = OTM = Hold Down = Stud load = # of anchors = USE Pierson Residence # 0117 Darren Diver 7.3 - / 7.3 22 x 12.5 / 90.0 3054 / 7.3 12 x 10.0 + 9.0 3054 x 9.0 - 201 22201 / 7.3 27483 / 7.3 3054 / 870 Wall # D Page : Z3 Date 4/11 Engr.: EJM L = 7.3 ft H = 9.0 ft Trib = 0.0 . 8.0 4 = 1.0 10.0 + 9.0 3015 = 3054 lb 23261 = 421 plf x 10.0 = 201 plf x 26 = 2.2E+4 Ib -ft Wall' = 3062 Ib = 3791 Ib = 3.51 Anchors mina 5/8" bolts @ 3.0 ft 8.0 / 12.0 15 x 18.5 / 90.0 3015 / . 8.0 4 x 10.0 + 9.0 3015 x 9.0 - 121 23261 / 8.0 27133 / 8.0 3015 / 870 Wall' # D L = 8.0 ft H = 9.0 ft Trib = 0.0 = 0.7 = 3015 Ib = 377 plf x 10.0 = 121 plf z 32 = 23261 Ib -ft = 2908 Ib = 3392 lb = 3.47 Anchors min. 5/8" bolts @ , 3.0 ft t SITE PLAN REVIEW APPLICATION Date: AP# C% Z,- 3 I D- 3 �I Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: &j 3 1 A e - Owners Name: P S D J leb Owners Address: b 2- LLL Q� S9 41jr, Telephone No.: L% - -7 L% 1 L f Situs Address: PD 1-d4eLLL Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):. DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By �v DateZ— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: f. -0 Snow Load Area: A -SCS - TD 2-6t t� -V�`T - ❑ 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) ja SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: I XI _ • Flood Panel No.: o SGO Index Date: �- 8— 9 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: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways ""F a Preventi bdivision Map Front SO Side 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 i V Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact Other -------------------------------------- Subdivision Map Special'Fees Amount : Formula Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County. Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ 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 � Subdivision Map/Parcel Map: Map Date of Recording: Lot: 2. ❑ Use Permit/Minor Use Permit Permit Number: f - vv'. Book: Page: > Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 i ❑ Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 � 72-31-34 - Hugh & Ana Theurer t i E/S Power Ridge Rd, app 750' N. of Fdrbe town --Rd; -OrovAld-- -- .- . _ .. Permit # 2100-82P,E(util/MH9 Aq) ElectricIM. � a —1 Gas j IL i Support structure req. Compaction test re 12 31,i k s R o F 1 j P I I f fa I' i, PERMIT NO. %2100-82P9E PERMIT EXPIRES - 0 WNER XPIRES OWNER Hugh & Ana Theurer CONTR. Owner ASSESSOR PARCEL 72-31-34 LOCATION E/S Powell Ridge Rd, app 750' N. of Forbestown Rd, Oroville Temp. Power Pole J Called PG&E Temp. Elec. Service Called PG&E ( Temp. Gas Service Called PG&E t JOB FINALED (Date) I Signature J = OK 0 = Not OK Not Applicable * = Not Ready MOBILEHOMES MISCELLANEO" Date MOBILEHOME UTILITIES (Plans) OK except a's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) O!, oxcept q' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch), 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.--Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date - Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed .7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date S J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel -B lockouts -Wrapped -S lab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped-S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underfir. Access 7. 8. Piers -Fireplace Ftg.-Steel D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. 12. Electric; Underground _ I Plenums & Ducts; Clearance -Material -Support -Ins. - 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date n Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Date FINAL (Plans) OK except N's Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. 16. Water Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. 61. G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64, Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. " 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip: Ground made up w/Mech. Fasteners -Bond Gas &Water 72. 73. Insulation -Foam -Looked in Attic E] Yes Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size - - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor El Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75, Following instld.: Drive ❑ Yes ❑ No; Walks E) Yes E] No; Planters E3 Yes 11 No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1 Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except N's 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. 86. Water & Sewer Connected -C/0 to Grade -HD Approval Energy Compliance Certificate -Other Certificates 32_ Vent Fan; Exhaust above Insulation 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - --- Card -BI Date Card -BI Date Card -BI -_ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors Comments at Final: 37. _ Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. 39. _Walls; Bearing Walls over Girders & Floor Nailing___ Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub --41.-Header & Beam -Size & Bearing 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. TFes-Purlin-Roof Brac.-Truss-Shthng.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ _ 46. _Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. __ Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, C66i1orniaQ5965 - Telephone 916/5 4-4541 APPLICATION AND PERMIT Ap\ A SS ESSD AR L N B �' J-� ZONIN BUILDING PERMIT I MW _T T' /tZlec /^ �L/{ � TELEPHONE SO. FT. OCC. BUILDING V LU ION O NER'S MAILING ADDRESS - �o CONTRACTOR'S NAMEoa/ , TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION EN ER UNKNOWN Total Valuation is Filing Fee $ 1Q,QQ LENDER'S MAIL DRESS Permit Fee $ ARCHITECT OR ENGI EER - LICENSE NO. Plan Checking Fee AA $ S V� Penalty $ ' EN ARCHITECT OR INEER'S MAILING ADDRESS . Permit fee $ BUILDI G ADDRESS laoid�Sc_&l __ /Z) 6 C PLUMBING PERMIT Filing Fee 10.00 /XA 0F w-0 p 70&1/ 1 j/ Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping ©,00 LOT NO. /fv SUBDI VISION NAME P�R�EL MAP 3 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF ST R CTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Building sewer 0,oig Lawn sprinkler system 5.00 TYPE OF WORK New❑ Addition [_1 RemodelUtilities 21 Installation❑ Other❑ Describe work: Permit Fee $ 410, U� Contractor ELECTRICAL PERMIT Filing Fee 10.00 600V OR LESS Main service 100 AMP OR LESS - 00 Maln service EA. ADD'L 100 AMP 2.50 190 NEW CONST. (DWELLING OCCUP.y\ OR ADDNS, ACC. BLDGS. / 20 sq CONTRACTORS LICENSE LAW ' - I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business El1 and Professions Code and my license is in full force and effect. License No. Classification iEx. NO 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and-the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. 1 -OUTLET 2,50 ea NO N.R ESID BRANCH CIRC TS NEW CONSTR. ( POWER APPARATUS 6 NON-RESID. SINGLE OUTLET CIR. / rLE Ex. Occup ouTs OR FIXTURES s �� IAPPLNS. OR Occup.(ouTLETS (RESID,) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 /li% _ , c70 Permit Fee $ D Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to -Self-Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agr o save, indemnify and keep harmless the County of Butte against all liab' Itie judgments, cost nd expenses which may in any way accrue again sai County in nse u e of the granting of this permit. XDate 57 Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0".deep and demolition or construct- ion of structures over 3stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE ' OCCUP. GROUP TYPE OF CONST. PARCEL PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY PE EXPIRES Date_ the applicable provi- resolutions to do fees have been paid. WORKS to Receipt No. &9103 WHITE-D.P. W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT I S2-24476 Return to DPW AGRICULTU1tAL STATEIMENT'OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENTBUTTE 'A" HELI)f�..l� k ROS Re es* ,i? Section 26-8.1 of the Butte County Code requires this acknowledgement- be recorded prior to issuance of a building permit. RSG �d ') 36 aN�Q? The property described herein is adjacent to land or included ELEANOR N.8E:CKER' within an area zoned for agricultural purposes, and residents of CLERK -RECO RORw this property may be subject to inconveniences or discomfort arising E ' from the -use of agricultural chemicals, including, but not limited to herbicides,' pesticides, and fertilizers; and from the pursuit of agricultural°operations inching, but not limited to cultivation; plowing; spraying, pruning,,and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inronvn��i.�nc� <,r d 1:;(-nmfort froill no ileal nl r��?;:;:n y f:�i�n r,l,er.;tti.oi� All that real property :situate it, the Couut.y Of Butte, State of California, described as follows: y Parcel 2, as shown on that certain Parcel Map being a portion of the Northeast quarter of 'Section 13,, `a'ownship 19 North, Range 5 Bast, M; D. B. & M., filed in the office of the recorder, County of Butte, State of California, on October 3, 1978 in Book 68 of Parcel Maps, at page 37. t: 4 AP No. 072-31-0-034-0 ' Date•C . r0&Z State of Calif. ) On this the 10th day of August , 19 82 , SS. before me, the undersigned Notary Public, personally County of ]butte ) appeared '_lUGH M. THEUR11i A" ANA .l. '.I!HERUliER known to me to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged OFFICIAL SEAL that they executed the same for the purposes. "LeANNE M. KIBOUEAUX NOTARY PIIBLIC . CALIFORNIA r therein contained. - COUNTY OF BUTTE My Commlgalon Fiplrau July I,, IBA, .. IN WITNESS WHEREOF, I hereunto set my hand and official - ■uuunuwiunun��numun"""""'�nnumu seal. . �-I Notary Public i Present A.P. N0. A permit will be required for the installation of the mobilehome. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. y �5-a Utility connections shall be within 4 ft. of the mobilehome, either directly behind or within the rear half of the roadside (left) of the 'ila�home. zo \6 � 0 J' NOTE:—All Mryterimis & Workmi% ip Shryll Be in lccordonce with Recognized < o Practices and of a quality prescribed for the ified use in the Uniform Building, Plumbing & M4 pica; Codes and the National Electrical Code. This set of plans ands Pc;ficrtinns MUST be kept on the iob at all tin- s and it is unlawful to make any changes or A./ lt -+ions on some without itten permission from t e Department of Public "`Works. C e,114v of Butt . / Bum COUNTY BUILDING DEPARTMENI "AEPR -0.YE' ,Cj L A permit will be required for th6 installation of the mobilehome. 7 0 Utility connections shall be within 4 ft, of the mobilehome, either directly behind or within the rear half of the roadside (left) of the cnobilehorne. NpjE:.—AII Materials & Workm �lecord Snce with Recognized G of a quality prescribed for the i ' Uniform Building, Plumbing & Ma }he National Electrical Code. A setback of 5 ft. from(r� property lines and a setback. of 50ft. from the road centerline shall be clear of structures or equipment except > n tt. r)varhano- 8 This set of plans and s kept on the iob at all tim ' make any changes or alte 'tten, permission from tl Works, County of Butt I rA Shall Be in xtices and I use in the Codes and c,ficr-tions Mt IS' 162 and it is unlawful to Finns on some without Department of Pubrte .; <�,�p ,. � �. -., t V/ D/o Jnusc r -LI AT ALL 'ELEVATIONS R-15'' WALL INSULATION SECTION B APPROM AP 072-310-034 C'� t' County`alth O.............� C7 2LoQEt-A&. i i i- OUSE LOCATIO SEPTIC LOCATION ,/ NORTH -- C DRIVEWAY t ppwF� / SITE PLAN NOT TO SCALE DRAWN BY; D.DIVER CHECKED: DATE, SCALE= JOB; SHEET #k 6 0 F % , I 0 -I m I N m c� O I 0 J Q LLI CJ a t9 I 00 x "x Ob N _' _- ao al - m g w O J 00 0 •Q r N 25'-0" 10f`64n 0'-74 14,-44" 2,-5ff '_ p I NO A 4040 SH F OVIDE ANTI SCALD MIXING VALVER 1997 UPC ALL LOCATIONS FLOOR LINE BONUS ROOM 3 CAR GARAGE R LI �v -2'-7"- 6,-5j", 2'-64 , Im B' (---- ----� B I 1 6 C4Q 1 I s= I I I 1 51►� 1 I o � 3C68 I W.I.C. I 2468 PKT I3)50'SH I MSTR BATH> S1,01 ujsN M 09@) I 0 z I m — — — 1 2068 1 70%I o vi DOOR TO UNDERI STAIRS 0 r I 0 i �N 2050 S 2068 I a < +~c MSTR IBEDROOMHB it, x = I 2468 I rs +� I 4x12 HEADER wl 4x12 HEADER 4x12 HEADER = _ _ ' _ _ _ _ JI 1 '-114u I JI \®r= M >I : I 4:12 —1---•. 4:12 I I I o = COVERED PORCH 200 AMP SERVICE W.I.C. I 1 PANEL LOCAT ON — I I F86 3050 SH 3050 SH S� s1!S6xs� HEADER TEM TEM 05 3030 SH (ir 30(65kFR 68 = W SHER11 DRY I ( FR DR DR VTOTEWPMP I 11(: 0- @), 2 BAT L — JL — — J z1'-0" `+' '-7" _ 2465 2068 2468 SHELVES " UTILITY _ i 2868 _ 2668 S� yp Q o ESI,.... _ V 3' g" 14'_4jrf K5 VAULT LINE ?4:12 i r" — — • ------------ j — — — — — — — — — — I w 1 22X30 _ AP DESK PANTRY t ATTIC o _� G GREAT ROOM I ACCESS SIC ch` �"?;"t �I e t i0' -1n = L_—._J _------ I4:12 VAULT LINE------ s .: �' 2068 �4:12 0 `� BEDROOM 2 a _ 1 ate" nil MECHANICAL. _ , nI= UNIT -4 - -1 ARCHED— ,� 2461 1� zI IIS I 1 I I N N 00 ui �/ IIC. I _ I LS DORMER' ' 1 - I � I I� I FALSE DORMER a X11 = IIIA I l_--- —_J ., KITCHEN1 =11 4:1 z ..�— I ---.. 4:12 L 0 _. n o I I 0 I — — — — _ I I r --.,ENTRY _ En DINING ROOM "- *� O �I♦ I 3065 2468 W.I.C. 1 0 NO I S.C. N 1 I r -r, 4036 SH165 d TEMP 12'_4n —� .� 3050 SH 3050 SH R� � �p I `,�) 10'=64" it 5080 SH TEMP - 1 W/ HALF ARCH ABOVE I I COVERED PO ICH FULLS HEIGHT BALLON I I FRAMED WALL Ir _-4x12 HEADER _— I I I 1 13 -104" 3'-0'+ 3f_6„ 2,-8 " 11, " ' 2" '-2" '-9" 5" 3,-6" '-9f. 3, 6" 9� 0� '_6" 14'-2" 12'-4" 1-0 01 7'-6" 9'-0" CEILINGS 305 BONUS ROOM 2409 SQUARE FEET F-L00R PLAN 470 COVERED PORCH SHEAR WALL SCHEDULE: USE 3/6' OSB (OR EQUNALENT) NAILED WITH 6d's @ 6.O.C. EDGES, 12" O.C. INT (MIN.) AND 54"0 x110" AWS wtb WM 6' BP'S @ 40" O.C. (ALLOWABLE SHEAR= 0-260 PLF) USE 16d @ roc SILL NAILING s USE 34" OSB (OR EQUIVALENT) NAILED WITH Id's Q 4- O.C. EDGES, 12' O.C. INT (MIN.) AND 518'0 x110" AB'S Wr,o0a/1Q' BP'S @ 36" O.C. (ALLOWABLE SHEAR ■ 261-345 PLF) USE lid @ roc SILL NAILING r USE 3R1" OSB (OR EQUIVALENT) NAILED WITH Id's Q 4- O.C. EDGES 12" O.C. INT (MIN.)) FRAMING MEMBERS RECEMNG EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 54"O k 1O" AB'S w/2x2WO' BP'S 24" O.C. w1SINGLE 2' x NOMINAL SILL PLATE. (ALLOWABLE SHEAR ■ 350-380 PLF} USE 16d Q 6'oc SILL NAILING USE 3/6" OS5 (OR EQUIVALENT) NAILED WITH 6d's @ 3' O.C. EDGES 12" O.C.INT MIN. FRAMING M MSS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 518"0 x 12= AS'S wt2x2x3116" BP'S I0 36" O.C. w/ SINGLE 2"x NOMINAL SILL PLATE. (ALLOWABLE SHEAR = 381.490 PLF) USE 16d Q 5'oc SILL NAILING USE 3/8" OSB (OR EQUIVALENT) NAILED WITH dd's @ 2- O.C. EDGES 12" O.C. INTMIN.) FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 51rO k 10' AB'S w/bc2x3llr BP'3p� 1i" O.C. w/SIN LE 3"x NOMINAL SILL PLATE. (ALLOWABLE LOAD • 481.800 PLF FOR SINGLE SHEAR OR 601-1000 PLF FOR DOUBLE SHEAR) USE i9d Q 3'oc SILL NAILING USE DOUBLE 34" 085 (OR EQUIVALENT) NAILED WITH id's Q r O.C. EDGES 12" O.C. INT MIN.)) FRAMING M�MtERS RECEMNG EDGE NAILING FROM ABUTTING PANEL'S SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 54"o it 1r A5's wawme" 5P's a in o.c. WSINGLE 3" x NOMINAL SILL PLATE. (ALLOWABLE LOAD =101. 40 PLF FOR SINGLE SHEAR OR 1000-1280 PLF FOR DOUBLE SHEAR) USE 16d @ 36oc SILL NAILING 31)2" OR 5112' CORE S.I.P. W/ 2.7/16.OS5 SKINS OR 3/8" OSB (OR EQ1VALENT) NAILED w18d's @ 6" O.CJ12. O.C. AND 1/2"O� 10' AB'S wra2x3l16' SIPS Q 5'-11' O.C. (ALLOWABLE SHEAR = 335 PLF) NOTE: ALL SHEAR PANELS ARE TO BE HAND NAILED OR AIR OPERATED NAIL GUNS ARE TO BE SET TO PREVENT THE HEAD OF THE NAIL FROM BREAKING THE SURFACE OF THE PLYWOOD OR OSB PANEL. GUN SET NAILS CAN THEN BE HAND SET TO PROPER LEVEL. HOLDOWN SCHEDULE: 44USE SIMPSON CS -1I (OR EQUIVALENT) STRAP TIE BETWEEN FLOORWACROSS PLATE BREAKS w/30-1 Ws (ALLOWABLE LOAD =1270 LB.) iUSE SIMPSON CMSTC-i$ (OR EQUIVALENT) STRAP TIE BETWEEN ��6 (ALLOWABLE LOAD PLATE BREAKS w/42-1 Ws USE SIMPSON CMST-14 (OR EQUIVALENT) STRAP TIE BETWEEN ci4 FLOORS/ACROSS PLATE BREAKS w/46-IWs (ALLOWABLE LOAD = 6795 L5.) iUSE SIMPSON CMST-12 (OR EQUIVALENT) STRAP 11E BETWEEN FLOORS/ACROSS PLATE BREAKS w/59-1 id's (ALLOWABLE LOAD = 9640 LB.) AmUSE SIMPSON STHDIRJ HLDOWNS (OR EQUIVALEN`i") WITH MIN.1 11'2' EDGE DISTANCE w124-16d's (ALLOWABLE LOAD = 2050 LB) USE SIMPSON STHDIORJ HLDOWNS (OR EQUIVALENT) 1Q WITH MIN. 1 1/2' EDGE DISTANCE w128-IOd's (ALLOWABLE LOAD - 2575 LB.) USE SIMPSON STHD14RJ HLDOWNS (OR EQUIVALENT) WITH MIN.1 112" EDGE DISTANCE w/36.16d's $14 (ALLOWABLE LOAD :4220 LB.) AUSE SIMPSON PH02-SD83 HOLDOWNS (OR EQUIVALENT) w/10 " SDS IWO C x 3" WOOD SCREWS TO FRAMING MEMBER t 5/8"0 SST016 w/12 314' MIN. EMBED. FOR MONO POUR. FOR DOUBLE POUR USE 5/6'O SSTB2O w1MIN. IS 618- EMBED. AUSE SIMPSON PHD5-SD93 HOLDOWNS (OR EQUIVALENT) w/14 " SDS 114"0 x 3' WOOD SCREWS TO FRAMING MEMBERS & 598"O SSTS20 w/16 5/8" MIN. EMBED. P5 FOR MONO POUR. FOR DOUBLE POUR USE 6VO SSTBU wA11N. 20 515" EMBED. USE SIMPSON PHDO-SD83 HOLDOWNS (OR EQUIVALENT) w/16 -SDS 11400 x 3' WOOD SCREWS TO FRAMING MEMBER i WrO SST02I w/24 7/8" MIN. EMBED. P6 AND r THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 7/rO SST834 w1MIN. 28 7A" EMBED. AND 8" THICK STEM WALL. USE SIMPSON PHDI-SDS3 HOLDOWNS OR EQUIVALENT) w124 • SDS 1/4"0 x 3' AWOOD SCREWS TO FRAMING MEMBER 71x"0 SST028 w/24 7/I' MIN. EMBED. n AND r THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 719'0 SSM34 WMIN. 28 74" EMBED. AND 8" THICK STEM WALL. USE SIMPSON HD10A HOLDOWNS (OR EQUVIVAILENT) W/4.711"0 THROUGH ABOLTS w/ MIN. 3112' EMBED. INTO 4X6 DF92 POST t 74"0 SST528 WMIN, 24 7/6' m EMBED. AND 8" THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 74"0 $S'i'B34 WMIN. 28 74' EMBED. IN MIN. r THICK STEM WALL. -'` ALTERNATIVELY USE 74' 0 SET EPDXY ANCHOR w/ r EMBED.. USE SIMPSON HD10A HOLDOWNS (OR EQUVIVALENT) W/ 4.1'0 THROUGH ABOLTS w/ MIN. 31/2' EMBED. INTO 4X6 DF#2 POST i 1"0 TYPE A ANCHgR w1MIN. 26" w EMBED. AND r THICK STEM WALL FOR MONO POUR AND DOUBLE POUR. ALTERNATIVELY USE 1"0 SET EPDXY ANCHOR w/ 9" EMBED.. A15USE SIMP80N HDI 5 HOLDOWNS (OR EQUVIVALENI) W/4.1 IWO THROUGHI BOLTS w/ MIN. 51/2' EMBED, INTO 9X6 DM POST & 1 1/4'0 TYPE 5 ANCHpR W/MIN. EMBED. AND W THICK STEM WALL FOR MONO POUR AND DOUBLE POUR. ALTERNATIVELY USE 1 184' 0 SETT EPDXY ANCHOR wi 12" EMBED.. NOTE: REFER TO SIMPSON WOOD CONSTRUCTION MANUAL FOR INSTALLATION SPECIFICATIONS, W D.DIVER 15/8" TYPE 'X'YP= BD. D.DIVER i I °i 0 ROO FLOORJESATHING '- x' bX N PIERSON 1 I ( .x Q LLi I..L W M (TRUE OORMERI 0 I LOCATION, I 3+_6 N W I I 2668 1 rSELF CLOSER L--- :J 3-1/2-4-1/2" GLU LAM BEAM — 4 4040 SH Call). _4040 SH / HALF ARCH AB VE D ` A_gLn 0 @D) 6 1 '-0" io +� OS,oc-� N :ter 0 r I 0 i �N 2050 S 2068 I a < +~c MSTR IBEDROOMHB it, x = I 2468 I rs +� I 4x12 HEADER wl 4x12 HEADER 4x12 HEADER = _ _ ' _ _ _ _ JI 1 '-114u I JI \®r= M >I : I 4:12 —1---•. 4:12 I I I o = COVERED PORCH 200 AMP SERVICE W.I.C. I 1 PANEL LOCAT ON — I I F86 3050 SH 3050 SH S� s1!S6xs� HEADER TEM TEM 05 3030 SH (ir 30(65kFR 68 = W SHER11 DRY I ( FR DR DR VTOTEWPMP I 11(: 0- @), 2 BAT L — JL — — J z1'-0" `+' '-7" _ 2465 2068 2468 SHELVES " UTILITY _ i 2868 _ 2668 S� yp Q o ESI,.... _ V 3' g" 14'_4jrf K5 VAULT LINE ?4:12 i r" — — • ------------ j — — — — — — — — — — I w 1 22X30 _ AP DESK PANTRY t ATTIC o _� G GREAT ROOM I ACCESS SIC ch` �"?;"t �I e t i0' -1n = L_—._J _------ I4:12 VAULT LINE------ s .: �' 2068 �4:12 0 `� BEDROOM 2 a _ 1 ate" nil MECHANICAL. _ , nI= UNIT -4 - -1 ARCHED— ,� 2461 1� zI IIS I 1 I I N N 00 ui �/ IIC. I _ I LS DORMER' ' 1 - I � I I� I FALSE DORMER a X11 = IIIA I l_--- —_J ., KITCHEN1 =11 4:1 z ..�— I ---.. 4:12 L 0 _. n o I I 0 I — — — — _ I I r --.,ENTRY _ En DINING ROOM "- *� O �I♦ I 3065 2468 W.I.C. 1 0 NO I S.C. N 1 I r -r, 4036 SH165 d TEMP 12'_4n —� .� 3050 SH 3050 SH R� � �p I `,�) 10'=64" it 5080 SH TEMP - 1 W/ HALF ARCH ABOVE I I COVERED PO ICH FULLS HEIGHT BALLON I I FRAMED WALL Ir _-4x12 HEADER _— I I I 1 13 -104" 3'-0'+ 3f_6„ 2,-8 " 11, " ' 2" '-2" '-9" 5" 3,-6" '-9f. 3, 6" 9� 0� '_6" 14'-2" 12'-4" 1-0 01 7'-6" 9'-0" CEILINGS 305 BONUS ROOM 2409 SQUARE FEET F-L00R PLAN 470 COVERED PORCH SHEAR WALL SCHEDULE: USE 3/6' OSB (OR EQUNALENT) NAILED WITH 6d's @ 6.O.C. EDGES, 12" O.C. INT (MIN.) AND 54"0 x110" AWS wtb WM 6' BP'S @ 40" O.C. (ALLOWABLE SHEAR= 0-260 PLF) USE 16d @ roc SILL NAILING s USE 34" OSB (OR EQUIVALENT) NAILED WITH Id's Q 4- O.C. EDGES, 12' O.C. INT (MIN.) AND 518'0 x110" AB'S Wr,o0a/1Q' BP'S @ 36" O.C. (ALLOWABLE SHEAR ■ 261-345 PLF) USE lid @ roc SILL NAILING r USE 3R1" OSB (OR EQUIVALENT) NAILED WITH Id's Q 4- O.C. EDGES 12" O.C. INT (MIN.)) FRAMING MEMBERS RECEMNG EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 54"O k 1O" AB'S w/2x2WO' BP'S 24" O.C. w1SINGLE 2' x NOMINAL SILL PLATE. (ALLOWABLE SHEAR ■ 350-380 PLF} USE 16d Q 6'oc SILL NAILING USE 3/6" OS5 (OR EQUIVALENT) NAILED WITH 6d's @ 3' O.C. EDGES 12" O.C.INT MIN. FRAMING M MSS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 518"0 x 12= AS'S wt2x2x3116" BP'S I0 36" O.C. w/ SINGLE 2"x NOMINAL SILL PLATE. (ALLOWABLE SHEAR = 381.490 PLF) USE 16d Q 5'oc SILL NAILING USE 3/8" OSB (OR EQUIVALENT) NAILED WITH dd's @ 2- O.C. EDGES 12" O.C. INTMIN.) FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 51rO k 10' AB'S w/bc2x3llr BP'3p� 1i" O.C. w/SIN LE 3"x NOMINAL SILL PLATE. (ALLOWABLE LOAD • 481.800 PLF FOR SINGLE SHEAR OR 601-1000 PLF FOR DOUBLE SHEAR) USE i9d Q 3'oc SILL NAILING USE DOUBLE 34" 085 (OR EQUIVALENT) NAILED WITH id's Q r O.C. EDGES 12" O.C. INT MIN.)) FRAMING M�MtERS RECEMNG EDGE NAILING FROM ABUTTING PANEL'S SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER WITH STAGGERED NAILING AT JOINTS. 54"o it 1r A5's wawme" 5P's a in o.c. WSINGLE 3" x NOMINAL SILL PLATE. (ALLOWABLE LOAD =101. 40 PLF FOR SINGLE SHEAR OR 1000-1280 PLF FOR DOUBLE SHEAR) USE 16d @ 36oc SILL NAILING 31)2" OR 5112' CORE S.I.P. W/ 2.7/16.OS5 SKINS OR 3/8" OSB (OR EQ1VALENT) NAILED w18d's @ 6" O.CJ12. O.C. AND 1/2"O� 10' AB'S wra2x3l16' SIPS Q 5'-11' O.C. (ALLOWABLE SHEAR = 335 PLF) NOTE: ALL SHEAR PANELS ARE TO BE HAND NAILED OR AIR OPERATED NAIL GUNS ARE TO BE SET TO PREVENT THE HEAD OF THE NAIL FROM BREAKING THE SURFACE OF THE PLYWOOD OR OSB PANEL. GUN SET NAILS CAN THEN BE HAND SET TO PROPER LEVEL. HOLDOWN SCHEDULE: 44USE SIMPSON CS -1I (OR EQUIVALENT) STRAP TIE BETWEEN FLOORWACROSS PLATE BREAKS w/30-1 Ws (ALLOWABLE LOAD =1270 LB.) iUSE SIMPSON CMSTC-i$ (OR EQUIVALENT) STRAP TIE BETWEEN ��6 (ALLOWABLE LOAD PLATE BREAKS w/42-1 Ws USE SIMPSON CMST-14 (OR EQUIVALENT) STRAP TIE BETWEEN ci4 FLOORS/ACROSS PLATE BREAKS w/46-IWs (ALLOWABLE LOAD = 6795 L5.) iUSE SIMPSON CMST-12 (OR EQUIVALENT) STRAP 11E BETWEEN FLOORS/ACROSS PLATE BREAKS w/59-1 id's (ALLOWABLE LOAD = 9640 LB.) AmUSE SIMPSON STHDIRJ HLDOWNS (OR EQUIVALEN`i") WITH MIN.1 11'2' EDGE DISTANCE w124-16d's (ALLOWABLE LOAD = 2050 LB) USE SIMPSON STHDIORJ HLDOWNS (OR EQUIVALENT) 1Q WITH MIN. 1 1/2' EDGE DISTANCE w128-IOd's (ALLOWABLE LOAD - 2575 LB.) USE SIMPSON STHD14RJ HLDOWNS (OR EQUIVALENT) WITH MIN.1 112" EDGE DISTANCE w/36.16d's $14 (ALLOWABLE LOAD :4220 LB.) AUSE SIMPSON PH02-SD83 HOLDOWNS (OR EQUIVALENT) w/10 " SDS IWO C x 3" WOOD SCREWS TO FRAMING MEMBER t 5/8"0 SST016 w/12 314' MIN. EMBED. FOR MONO POUR. FOR DOUBLE POUR USE 5/6'O SSTB2O w1MIN. IS 618- EMBED. AUSE SIMPSON PHD5-SD93 HOLDOWNS (OR EQUIVALENT) w/14 " SDS 114"0 x 3' WOOD SCREWS TO FRAMING MEMBERS & 598"O SSTS20 w/16 5/8" MIN. EMBED. P5 FOR MONO POUR. FOR DOUBLE POUR USE 6VO SSTBU wA11N. 20 515" EMBED. USE SIMPSON PHDO-SD83 HOLDOWNS (OR EQUIVALENT) w/16 -SDS 11400 x 3' WOOD SCREWS TO FRAMING MEMBER i WrO SST02I w/24 7/8" MIN. EMBED. P6 AND r THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 7/rO SST834 w1MIN. 28 7A" EMBED. AND 8" THICK STEM WALL. USE SIMPSON PHDI-SDS3 HOLDOWNS OR EQUIVALENT) w124 • SDS 1/4"0 x 3' AWOOD SCREWS TO FRAMING MEMBER 71x"0 SST028 w/24 7/I' MIN. EMBED. n AND r THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 719'0 SSM34 WMIN. 28 74" EMBED. AND 8" THICK STEM WALL. USE SIMPSON HD10A HOLDOWNS (OR EQUVIVAILENT) W/4.711"0 THROUGH ABOLTS w/ MIN. 3112' EMBED. INTO 4X6 DF92 POST t 74"0 SST528 WMIN, 24 7/6' m EMBED. AND 8" THICK STEM WALL FOR MONO POUR. FOR DOUBLE POUR USE 74"0 $S'i'B34 WMIN. 28 74' EMBED. IN MIN. r THICK STEM WALL. -'` ALTERNATIVELY USE 74' 0 SET EPDXY ANCHOR w/ r EMBED.. USE SIMPSON HD10A HOLDOWNS (OR EQUVIVALENT) W/ 4.1'0 THROUGH ABOLTS w/ MIN. 31/2' EMBED. INTO 4X6 DF#2 POST i 1"0 TYPE A ANCHgR w1MIN. 26" w EMBED. AND r THICK STEM WALL FOR MONO POUR AND DOUBLE POUR. ALTERNATIVELY USE 1"0 SET EPDXY ANCHOR w/ 9" EMBED.. A15USE SIMP80N HDI 5 HOLDOWNS (OR EQUVIVALENI) W/4.1 IWO THROUGHI BOLTS w/ MIN. 51/2' EMBED, INTO 9X6 DM POST & 1 1/4'0 TYPE 5 ANCHpR W/MIN. EMBED. AND W THICK STEM WALL FOR MONO POUR AND DOUBLE POUR. ALTERNATIVELY USE 1 184' 0 SETT EPDXY ANCHOR wi 12" EMBED.. NOTE: REFER TO SIMPSON WOOD CONSTRUCTION MANUAL FOR INSTALLATION SPECIFICATIONS, W D.DIVER U D.DIVER Z °i SCALE: JOB: PIERSON t/) Q LLi I..L W z 0 p Ld W F7 O DRAWN BY, D.DIVER CHECKED: D.DIVER DATE; SCALE: JOB: PIERSON SHEET #I 1 OF 7